Agenda packet — Orange City Council, March 10, 2026 (part 5 of 11)

149 83
963 824 755 401
156 359 93 121
192 988 167 123 1087 96
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 41 1507 137 160 1133 275
83 41

206 119
403 240 1268 813
35 96 128 108
65 1419 197 183 1278 162
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 162 1571 161 148 1307 386
275 50

206 146
472 432 1149 860
232 155 286 188
118 1054 53 192 862 159
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 119 1011 283 36 1571 227
189 71

190 31
913 554 117 87
84 122 244 41
65 725 136 9 628 47
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 148 1419 326 104 1388 245
192 132

114 138
1394 910 942 400
283 191 381 246
92 478 120 94 461 136
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-140
Attachment 8
1177
INTERSECTION Mon Oct 26 11:23:58 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #41: Bristol St and I-405 WB Ramps Intersection #42: Bristol St and I-405 EB Ramps 8 1967 0 847 985 0
0 665

573 0
0 73 0 0
34 121 524 0
0 1489 191 113 1108 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 76 568 168 58 554 175
114 135

165 123
710 323 1514 861
81 101 60 209
87 811 118 139 602 159
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 53 367 66 120 544 98
51 58

155 60
581 432 1065 546
44 64 297 74
60 438 38 63 331 73
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 264 352 163 173 1034 198
165 58

350 230
1879 909 495 276
80 54 215 316
22 142 73 84 579 300
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 260 1244 32 70 1086 195
148 15

116 19
233 226 1225 1300
16 198 61 325
28 764 250 128 760 163
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-141
Attachment 8
1178
INTERSECTION Mon Oct 26 11:23:58 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 159 1042 59 98 1107 0
90 34

0 65
545 566 0 848
99 43 0 61
138 901 79 68 1083 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 27 1098 0 65 882 88
0 28

119 61
93 114 1393 1097
14 0 147 88
0 977 23 116 596 60
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 27 1364 175 55 1052 228
42 107

75 87
396 373 971 709
43 140 131 122
89 838 42 109 617 67
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 192 848 645 0 0 0
240 218

0 0
1393 435 1238 1722
252 146 631 214
54 311 264 43 0 217
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 295 0 57 0 165 799
99 20

0 100
1040 1245 0 0
376 00 179
768 35 22 0 158 140
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-142
Attachment 8
1179
INTERSECTION Mon Oct 26 11:23:58 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 74 303 5 133 161 311
121 13

48 271
46 66 474 807
246 72 14 108
206 143 20 24 71 56
Intersection #64: Standard Ave and 1st St Intersection #65: Standard Ave and Mcfadden Ave 25 231 12 37 531 220
86 12

17 82
1317 1012 589 366
214 64 71 138
108 191 119 74 284 128
Intersection #66: Halladay St and Warner Ave Intersection #67: Halladay St and Dyer Rd 000 39 37 183
0 0

41 101
1283 607 1375 626
145 160 10 115
43 0 100 11 18 49
Intersection #68: SR-55 SB Ramps and MacArthur Blvd Intersection #69: SR-55 NB Ramps and MacArthur Blvd 870 0 961 0 0 0
0 145

0 244
1441 1275 1609 517
1027 0 796 0
000 908 0 976
Intersection #70: SR-55 SB Ramps and Dyer Rd Intersection #71: Glassell St and La Veta Ave 60 242 50 79 358 17
35 108

38 6
1338 647 195 249
285 408 375 236
221 26 505 263 412 125
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-143
Attachment 8
1180
INTERSECTION Mon Oct 26 11:23:58 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #72: Glassell St and SR-22 WB Ramps Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps 346 743 0 0 733 280
0 426

258 0
0 50 0
0 285 1012 0
500 561 0 0 818 218
Intersection #74: Grand Ave and Fairhaven Ave Intersection #75: Grand Ave and Santa Clara Ave 32 1444 174 319 1418 290
99 229

143 211
60 28 233 231
59 254 48 120
18 737 106 66 463 119
Intersection #76: Grand Ave and 17th St Intersection #77: Grand Ave and I-5 NB Ramps 235 1198 286 0 1869 58
224 88

0 126
835 807 0 0
106 309 0 456
163 476 327 0 831 480
Intersection #78: Grand Ave and Santa Ana Blvd Intersection #79: Grand Ave and 1st St 1029 1166 141 174 1432 99
263 34

332 99
217 373 793 867
428 5 225 247
71 1003 51 213 751 35
Intersection #80: Grand Ave and Chestnut Ave Intersection #81: Grand Ave and McFadden Ave 49 1788 149 155 1590 237
60 216

186 106
419 347 601 420
110 118 182 117
53 737 163 171 722 108
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-144
Attachment 8
1181
INTERSECTION Mon Oct 26 11:23:58 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #82: Grand Ave and Edinger Ave Intersection #83: Grand Ave and Warner Ave 224 1146 224 194 574 199
319 126

256 131
1332 579 914 388
128 151 359 88
47 472 92 169 510 218
Intersection #84: SR-55 NB Ramps and Dyer Rd Intersection #85: Cambridge St and La Veta Ave 000 245 480 0
0 433

117 0
1533 719 0 0
613 0 187 0
557 0 456 160 204 0
Intersection #86: Cambridge St and Fairhaven Ave Intersection #87: Mabury St and 1st Street 166 0 515 533 141 238
80 192

0 0
216 247 1062 701
0 011 46
000 10 0 244
Intersection #88: Tustin St and La Veta Ave Intersection #89: Tustin St and SR-22 WB On-Ramp 4 1452 74 833 1395 0
9 69

0 0
11 20 0
35 447 0 0
8 333 96 656 610 0
Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave Intersection #91: Tustin Ave and Fairhaven Ave 0 1349 22 40 2026 235
244 43

68 442
24 0 258 338
1051 6 444 306
0 996 5 89 514 90
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-145
Attachment 8
1182
INTERSECTION Mon Oct 26 11:23:58 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #92: Tustin Ave and Santa Clara Ave Intersection #93: Tustin Ave and 17th St 82 2600 127 19 1737 602
101 122

187 188
255 244 738 770
186 118 126 488
73 397 74 111 198 236
Intersection #94: Tustin Ave and 4th St Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave 262 845 664 8 30 50
114 376

28 123
676 579 1104 940
28 103 408 399
48 245 219 421 63 498
Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Intersection #97: Red Hill Ave and Edinger Ave 504 344 14 450 960 226
253 4

190 152
153 223 611 1085
146 8 130 224
227 60 38 81 299 85
Intersection #98: Red Hill Ave and Warner Ave Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy 179 891 19 115 876 199
202 62

118 126
343 349 710 645
253 98 281 578
56 339 46 127 316 104
Intersection #100: Red Hill Ave and Alton Pkwy Intersection #101: Red Hill Ave and MacArthur Blvd 183 1141 251 492 537 208
9 106

1248 571
28 189 645 223
28 223 106 23
174 512 321 64 569 10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-146
Attachment 8
1183
INTERSECTION Mon Oct 26 11:23:58 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #102: Red Hill Ave and Main St Intersection #103: I-5 SB Ramps and Santa Ana Blvd 108 313 67 36 0 367
139 73

323 330
1309 309 554 1130
254 154 0 0
162 556 361 0 0 0
Intersection #104: Tustin Ranch Rd and Warner Ave Intersection #105: Von Karman Ave and Barranca Pkwy 33 0 265 509 1164 119
18 395

130 39
238 1717 488 1263
0 0 163 769
000 107 142 85
Intersection #106: Red Hill Avenue and El Camino Real Intersection #107: Red Hill Avenue and I-5 NB Ramps 80 1303 18 475 1263 0
69 16

0 261
156 222 0 0
164 271 0 228
306 785 253 327 1084 0
Intersection #108: Red Hill Avenue and I-5 SB Ramps Intersection #109: Red Hill Avenue and Nisson Road 0 1105 385 120 1144 152
168 0

242 215
4 059 26
309 048 49
0 1243 550 17 1298 24
Intersection #110: Red Hill Avenue and Walnut Avenue Intersection #111: Red Hill Avenue and Valencia Avenue 117 1046 104 69 1032 120
160 121

20 122
398 254 139 346
392 192 54 252
135 525 99 77 325 105
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-147
Attachment 8
1184
INTERSECTION Mon Oct 26 11:23:58 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #112: Tustin Ranch Road and Warner Avenue North Intersection #113: Tustin Ranch Road and Walnut Avenue 0 1289 456 389 2921 1045
0 174

702 288
0 0 917 341
0 591 554 231
0 272 263 123 756 377
Intersection #114: SR-55 SB Ramps and Irvine Boulevard Intersection #115: SR-55 NB Ramps and Irvine Boulevard 68 0 62 0 0 0
0 0

187 750
575 1063 444 1079
1032 425 0 0
000 410 0 394
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-148
Attachment 8
1185
INTERSECTION Mon Oct 26 11:23:58 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-149
Attachment 8
1186
APPENDIX B.2
INTERSECTION VOLUMES –
2020 NP (PM PEAK HOUR)
K-150
Attachment 8
1187
INTERSECTION Mon Oct 26 11:25:27 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 199 1053 185 164 1354 110
212 217

183 246
678 909 419 532
106 217 185 127
159 1477 119 175 1426 92
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 204 803 122 124 1038 49
161 136

108 58
622 840 214 202
186 91 131 32
526 1572 112 116 1281 50
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 142 733 164 49 1519 0
81 168

93 170
496 589 0 80
72 107 78 593
202 1084 190 88 1992 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 165 1430 207
838 57

187 181
628 606 667 797
0 032 230
0 0 0 276 1374 325
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 164 1218 278 115 1273 298
188 175

214 146
766 1073 520 506
145 230 65 211
287 1480 164 167 1716 125
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-151
Attachment 8
1188
INTERSECTION Mon Oct 26 11:25:27 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 75 822 283 182 1525 274
134 271

241 862
564 813 1707 2700
100 140 390 260
282 1773 214 774 3713 279
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 91 1027 91 14 4 12
111 390

36 12
552 1074 891 2350
181 99 160 25
299 1881 60 1201 7 70
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 176 1073 213 42 1393 112
140 276

67 199
489 1467 182 533
181 87 189 254
588 1519 88 178 1771 263
Intersection #17: Harbor Blvd and I-405 WB Off-Ramp Intersection #18: Harbor Blvd and I-405 EB Off-Ramp 0 2475 0 0 2147 0
0 1132

157 0
0 00 0
0 701 722 0
0 1529 0 0 1861 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 0 1338 144 251 1264 203
2 162

215 186
5 0 870 1204
4 438 151 159
5 1430 402 149 1094 99
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-152
Attachment 8
1189
INTERSECTION Mon Oct 26 11:25:27 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 196 1257 155 151 616 198
244 134

230 173
659 545 703 789
163 158 188 373
159 1462 127 188 1793 110
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 96 951 188 88 955 171
197 240

280 239
955 1108 731 1365
148 188 246 179
217 1728 161 243 1672 91
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 83 1196 144 0 0 0
203 173

0 0
430 664 982 1128
95 265 200 95
201 1806 393 327 0 218
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 61 200 61 76 474 45
108 148

126 102
823 1037 747 742
47 27 65 88
57 476 36 58 835 130
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 96 384 111 82 271 112
139 87

97 266
961 972 910 1673
137 86 94 93
190 816 229 200 962 251
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-153
Attachment 8
1190
INTERSECTION Mon Oct 26 11:25:27 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 220 1293 243 128 1250 136
336 362

190 82
750 1069 534 723
136 284 63 169
236 1148 191 200 1399 73
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 53 1402 105 252 1115 206
59 100

189 126
163 371 1062 1330
38 233 136 217
75 1524 87 286 1235 182
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 270 1171 84 163 838 251
262 59

193 299
512 504 868 1021
102 97 153 173
213 1566 85 309 1157 211
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 176 843 92 56 896 119
200 54

75 29
716 1074 105 150
57 119 195 91
179 1322 233 43 1681 158
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 129 821 223 215 750 201
357 290

293 322
796 1536 573 1012
169 265 222 263
335 1428 260 645 1363 220
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-154
Attachment 8
1191
INTERSECTION Mon Oct 26 11:25:27 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #41: Bristol St and I-405 WB Ramps Intersection #42: Bristol St and I-405 EB Ramps 20 2148 0 880 1506 0
0 1184

740 0
0 306 0 0
194 357 331 0
0 2094 183 127 1555 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 48 530 104 135 466 170
134 151

139 147
386 510 1217 1415
63 146 101 210
124 754 62 132 625 149
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 57 352 46 106 369 66
64 85

158 81
478 595 786 1258
19 48 83 75
42 567 35 120 843 80
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 197 205 85 235 911 145
209 177

296 206
994 1989 422 513
63 62 189 257
133 634 74 307 938 439
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 139 1055 51 117 757 173
293 73

221 72
325 151 1237 1089
87 185 73 178
90 945 179 197 1019 222
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-155
Attachment 8
1192
INTERSECTION Mon Oct 26 11:25:27 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 63 995 61 53 1083 0
159 39

0 85
881 384 0 656
105 38 0 65
89 1126 94 54 1229 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 47 1037 0 143 671 175
0 46

120 89
98 181 1214 1275
55 090 114
0 1055 50 169 826 72
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 66 908 134 83 609 122
78 216

127 134
345 480 752 1296
42 85 84 97
146 1147 71 99 1050 48
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 278 368 283 0 0 0
298 456

0 0
613 1570 1590 1440
59 198 513 123
488 1169 321 848 0 414
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 133 0 51 0 127 550
120 41

0 150
1099 1525 0 0
722 00 175
345 46 18 0 363 238
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-156
Attachment 8
1193
INTERSECTION Mon Oct 26 11:25:27 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 48 187 13 61 120 297
266 18

71 187
76 19 649 492
269 14 20 73
97 299 30 36 133 84
Intersection #64: Standard Ave and 1st St Intersection #65: Standard Ave and Mcfadden Ave 23 189 19 52 300 137
177 21

53 206
1218 1148 351 712
129 91 60 117
185 367 119 169 667 82
Intersection #66: Halladay St and Warner Ave Intersection #67: Halladay St and Dyer Rd 000 32 15 114
2 0

150 116
926 1121 1298 1451
93 141 9 45
169 0 352 41 180 208
Intersection #68: SR-55 SB Ramps and MacArthur Blvd Intersection #69: SR-55 NB Ramps and MacArthur Blvd 697 0 288 0 0 0
0 602

0 1081
1167 1532 711 1501
1040 0 731 0
000 641 0 426
Intersection #70: SR-55 SB Ramps and Dyer Rd Intersection #71: Glassell St and La Veta Ave 110 226 103 37 499 15
65 64

82 11
1523 991 268 280
207 556 461 155
319 10 240 472 490 160
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-157
Attachment 8
1194
INTERSECTION Mon Oct 26 11:25:27 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #72: Glassell St and SR-22 WB Ramps Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps 255 878 0 0 681 381
0 357

229 0
0 74 0
0 201 503 0
557 910 0 0 1202 307
Intersection #74: Grand Ave and Fairhaven Ave Intersection #75: Grand Ave and Santa Clara Ave 82 894 222 220 868 220
79 181

159 260
45 48 194 244
33 255 36 136
46 1214 243 88 1185 246
Intersection #76: Grand Ave and 17th St Intersection #77: Grand Ave and I-5 NB Ramps 128 582 270 0 1164 48
346 201

0 172
886 1107 0 0
149 300 0 143
246 877 221 0 1297 1001
Intersection #78: Grand Ave and Santa Ana Blvd Intersection #79: Grand Ave and 1st St 532 750 34 282 706 120
328 97

277 173
200 134 918 941
316 20 91 151
167 1888 31 165 1261 38
Intersection #80: Grand Ave and Chestnut Ave Intersection #81: Grand Ave and McFadden Ave 112 664 149 168 626 138
93 194

128 151
285 333 476 686
62 107 83 86
140 1050 182 202 1150 198
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-158
Attachment 8
1195
INTERSECTION Mon Oct 26 11:25:27 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #82: Grand Ave and Edinger Ave Intersection #83: Grand Ave and Warner Ave 229 408 165 217 471 146
201 173

342 316
868 1333 656 964
70 74 142 151
242 1397 121 242 873 193
Intersection #84: SR-55 NB Ramps and Dyer Rd Intersection #85: Cambridge St and La Veta Ave 000 181 196 0
0 965

219 0
1339 1545 0 0
681 0 144 0
188 0 51 191 266 0
Intersection #86: Cambridge St and Fairhaven Ave Intersection #87: Mabury St and 1st Street 76 0 219 390 88 207
141 340

0 0
246 273 1512 549
0 024 40
000 25 0 256
Intersection #88: Tustin St and La Veta Ave Intersection #89: Tustin St and SR-22 WB On-Ramp 15 801 90 365 711 0
13 112

0 0
5 50 0
20 183 0 0
46 1033 245 532 1529 0
Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave Intersection #91: Tustin Ave and Fairhaven Ave 0 707 52 99 862 327
458 67

80 196
41 0 180 208
581 28 147 94
0 1547 4 239 1275 113
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-159
Attachment 8
1196
INTERSECTION Mon Oct 26 11:25:27 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #92: Tustin Ave and Santa Clara Ave Intersection #93: Tustin Ave and 17th St 100 1444 183 37 371 346
61 148

444 419
192 157 872 753
113 125 118 229
163 789 121 216 926 476
Intersection #94: Tustin Ave and 4th St Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave 124 339 459 37 50 110
180 367

35 120
642 596 1258 1003
33 88 354 385
55 598 194 377 30 398
Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Intersection #97: Red Hill Ave and Edinger Ave 373 97 8 234 289 145
104 16

327 392
36 348 838 803
21 23 102 62
583 174 34 159 1146 182
Intersection #98: Red Hill Ave and Warner Ave Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy 283 223 58 147 313 185
222 69

203 282
603 525 753 966
94 25 99 127
382 1308 150 356 1339 345
Intersection #100: Red Hill Ave and Alton Pkwy Intersection #101: Red Hill Ave and MacArthur Blvd 4 528 124 1042 594 286
132 267

597 574
324 74 275 818
166 433 42 39
27 1499 217 125 809 10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-160
Attachment 8
1197
INTERSECTION Mon Oct 26 11:25:27 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #102: Red Hill Ave and Main St Intersection #103: I-5 SB Ramps and Santa Ana Blvd 292 538 74 61 0 278
198 89

561 183
705 1589 634 668
191 279 0 0
416 897 242 0 0 0
Intersection #104: Tustin Ranch Rd and Warner Ave Intersection #105: Von Karman Ave and Barranca Pkwy 45 0 653 236 343 67
54 236

560 220
1795 548 1023 646
0 0 143 204
0 0 0 224 1290 281
Intersection #106: Red Hill Avenue and El Camino Real Intersection #107: Red Hill Avenue and I-5 NB Ramps 96 728 20 190 939 0
70 38

0 415
153 329 0 96
201 199 0 256
415 1315 242 272 1557 0
Intersection #108: Red Hill Avenue and I-5 SB Ramps Intersection #109: Red Hill Avenue and Nisson Road 0 846 352 87 865 168
309 0

247 141
3 090 83
277 040 48
0 1521 483 30 1583 32
Intersection #110: Red Hill Avenue and Walnut Avenue Intersection #111: Red Hill Avenue and Valencia Avenue 176 422 136 49 438 109
112 178

70 113
269 682 189 171
111 205 83 118
287 1395 100 220 1637 270
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-161
Attachment 8
1198
INTERSECTION Mon Oct 26 11:25:27 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP PM Peak Hour
Intersection #112: Tustin Ranch Road and Warner Avenue North Intersection #113: Tustin Ranch Road and Walnut Avenue 0 516 351 782 1206 454
0 433

365 1304
0 0 447 1646
0 479 255 287
0 1623 956 762 3319 349
Intersection #114: SR-55 SB Ramps and Irvine Boulevard Intersection #115: SR-55 NB Ramps and Irvine Boulevard 259 0 434 0 0 0
0 0

229 716
862 1069 1048 1132
581 372 0 0
0 0 0 328 16 298
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-162
Attachment 8
1199
INTERSECTION Mon Oct 26 11:25:27 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-163
Attachment 8
1200
APPENDIX B.3
INTERSECTION VOLUMES –
2045 NP (AM PEAK HOUR)
K-164
Attachment 8
1201
INTERSECTION Mon Oct 26 11:36:07 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 101 1785 200 171 2062 148
252 194

255 127
937 606 521 335
177 190 323 151
103 870 149 162 1227 146
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 224 2442 168 119 1302 88
160 139

108 159
700 761 276 397
428 125 204 119
127 801 68 78 590 84
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 113 1213 122 19 1465 0
135 108

81 117
492 484 0 44
160 190 133 836
77 342 120 84 1534 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 115 2021 258
713 159

192 306
893 852 1010 1124
0 036 415
0 0 0 178 1173 251
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 129 1989 236 67 2004 190
138 116

177 89
919 497 462 311
178 196 138 138
95 756 163 104 1059 101
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-165
Attachment 8
1202
INTERSECTION Mon Oct 26 11:36:07 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 68 2349 204 116 1933 429
123 176

101 122
743 424 1440 723
373 191 379 138
103 772 146 109 665 169
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 85 2274 169 19 2 8
82 98

7 21
689 434 1934 517
278 140 767 68
107 759 48 86 4 24
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 118 1701 295 54 2204 233
131 127

13 101
1183 427 153 178
357 128 59 139
131 920 94 221 1128 209
Intersection #17: Harbor Blvd and I-405 NB Off-Ramp Intersection #18: Harbor Blvd and I-405 SB Off-Ramp 0 1978 0 0 1253 0
0 702

475 0
0 00 0
0 399 529 0
0 1915 0 0 1963 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 8 1915 332 164 1426 245
7 52

200 181
25 3 1153 539
25 100 179 120
7 1569 508 200 1538 289
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-166
Attachment 8
1203
INTERSECTION Mon Oct 26 11:36:07 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 136 1878 154 132 1558 223
221 30

361 110
522 380 1002 553
120 147 268 421
141 1510 202 200 883 123
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 113 1543 194 163 1460 290
68 261

121 140
991 807 984 494
295 267 145 235
222 981 129 261 811 94
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 104 1627 191 0 0 0
49 154

0 0
322 299 1821 813
65 357 444 153
185 1071 163 186 0 251
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 160 472 154 128 938 123
46 88

122 82
1035 768 743 461
165 190 95 146
47 193 78 67 618 98
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 91 770 163 300 756 199
324 56

92 88
1980 954 1581 1041
285 122 108 62
197 524 189 71 245 104
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-167
Attachment 8
1204
INTERSECTION Mon Oct 26 11:36:07 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 263 2001 487 101 1628 403
324 280

165 87
963 845 836 421
156 368 103 127
251 1292 218 133 1178 104
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 46 1684 153 183 1298 315
171 79

200 99
831 462 1231 678
72 185 124 90
69 1502 209 205 1430 181
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 205 1986 204 230 2033 600
309 84

165 180
531 729 919 1058
261 262 229 231
125 1117 56 221 993 183
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 119 1011 283 36 1591 230
280 78

164 31
1354 607 101 87
125 134 211 41
70 778 146 11 739 55
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 150 1434 329 103 1370 242
166 110

112 166
1203 758 926 480
244 159 375 295
102 531 133 111 546 161
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-168
Attachment 8
1205
INTERSECTION Mon Oct 26 11:36:07 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #41: Bristol St and I-405 NB Ramps Intersection #42: Bristol St and I-405 SB Ramps 8 1918 0 886 1030 0
0 796

696 0
0 87 0 0
36 145 636 0
0 1638 210 125 1225 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 97 723 214 111 1058 334
211 191

148 123
1315 458 1355 861
150 143 54 209
100 936 136 139 602 159
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 95 655 118 120 544 98
112 103

223 84
1278 764 1531 764
97 113 427 104
70 511 44 86 451 100
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 270 361 167 173 1034 198
151 67

361 230
1716 1049 510 276
73 62 222 316
26 170 88 105 724 375
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 290 1386 36 85 1322 237
185 10

127 21
291 151 1336 1425
20 132 67 356
34 920 301 133 788 169
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-169
Attachment 8
1206
INTERSECTION Mon Oct 26 11:36:07 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 148 970 55 100 1135 0
120 34

0 96
727 566 0 1250
132 43 0 90
142 925 81 66 1050 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 24 961 0 57 772 77
0 34

106 60
70 140 1241 1072
11 0 131 86
0 939 22 103 532 54
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 25 1259 162 51 975 211
86 126

96 77
815 438 1248 630
89 164 168 108
93 874 44 99 561 61
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 160 709 539 0 0 0
230 206

0 0
1336 411 1341 1722
242 138 684 214
51 295 250 52 0 260
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 279 0 54 0 196 951
89 20

0 110
932 1245 0 0
337 00 196
720 33 21 0 260 230
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-170
Attachment 8
1207
INTERSECTION Mon Oct 26 11:36:07 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 144 590 10 253 972 409
182 20

118 258
69 99 732 699
369 108 99 297
487 338 47 188 611 303
Intersection #63: Standard Ave and 4th St Intersection #64: Standard Ave and 1st St 332 604 431 41 901 123
298 340

161 120
624 550 1959 1282
219 250 121 194
191 473 248 45 631 312
Intersection #65: Standard Ave and Mcfadden Ave Intersection #66: Halladay St and Warner Ave 38 547 226 0 0 0
34 89

0 0
1178 397 1833 986
142 150 207 260
94 360 162 95 0 220
Intersection #67: Halladay St and Dyer Rd Intersection #68: SR-55 SB Ramps and MacArthur Blvd 96 91 450 903 0 998
46 91

0 135
1537 566 1349 1187
11 104 961 0
15 24 65 0 0 0
Intersection #69: SR-55 NB Ramps and MacArthur Blvd Intersection #70: SR-55 SB Ramps and Dyer Rd 0 0 0 60 242 50
0 244

37 92
1468 517 1422 552
726 0 303 348
946 0 1017 286 34 654
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-171
Attachment 8
1208
INTERSECTION Mon Oct 26 11:36:07 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #71: Glassell St and La Veta Ave Intersection #72: Glassell St and SR-22 WB Ramps 65 295 14 473 1017 0
57 9

0 483
293 387 0 6
563 367 0 323
263 412 125 511 574 0
Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps Intersection #74: Grand Ave and Fairhaven Ave 0 977 373 38 1718 207
270 0

99 192
0 060 24
1058 059 213
0 918 245 21 840 121
Intersection #75: Grand Ave and Santa Clara Ave Intersection #76: Grand Ave and 17th St 380 1687 345 280 1426 340
143 352

198 98
233 385 739 894
48 200 94 342
75 528 136 186 543 373
Intersection #77: Grand Ave and I-5 NB Ramps Intersection #78: Grand Ave and Santa Ana Blvd 0 2893 90 1473 1670 202
0 140

268 43
0 0 221 475
0 507 436 6
0 1056 610 49 694 35
Intersection #79: Grand Ave and 1st St Intersection #80: Grand Ave and Chestnut Ave 174 1432 99 53 1937 161
436 87

34 239
1041 759 239 384
295 216 63 130
208 732 34 53 737 163
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-172
Attachment 8
1209
INTERSECTION Mon Oct 26 11:36:07 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #81: Grand Ave and McFadden Ave Intersection #82: Grand Ave and Edinger Ave 163 1672 249 243 1244 243
205 111

347 158
663 440 1447 724
201 123 139 189
181 764 114 47 472 92
Intersection #83: Grand Ave and Warner Ave Intersection #84: SR-55 NB Ramps and Dyer Rd 178 528 183 0 0 0
333 137

0 361
1188 406 1618 599
467 92 647 0
142 429 184 610 0 499
Intersection #85: Cambridge St and La Veta Ave Intersection #86: Cambridge St and Fairhaven Ave 245 480 0 183 0 567
273 0

80 152
0 0 216 195
436 00 0
185 235 0 0 0 0
Intersection #87: Mabury St and 1st Street Intersection #88: Tustin St and La Veta Ave 554 147 248 4 1307 67
0 0

9 47
1230 579 11 1
13 38 35 307
6 0 157 7 301 87
Intersection #89: Tustin St and SR-22 WB On-Ramp Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave 699 1171 0 0 1049 17
0 0

275 43
0 027 0
0 0 1182 6
614 571 0 0 953 5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-173
Attachment 8
1210
INTERSECTION Mon Oct 26 11:36:07 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #91: Tustin Ave and Fairhaven Ave Intersection #92: Tustin Ave and Santa Clara Ave 48 2411 280 98 3094 151
84 601

124 166
317 460 314 332
546 416 229 160
101 586 103 83 453 84
Intersection #93: Tustin Ave and 17th St Intersection #94: Tustin Ave and 4th St 23 2067 716 237 765 601
230 256

126 457
908 1047 748 704
155 664 31 125
127 226 269 80 408 365
Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Avenue 8 30 50 750 512 21
36 157

269 4
1426 1202 163 223
527 510 155 8
456 68 540 392 104 66
Intersection #97: Red Hill Ave and Edinger Ave Intersection #98: Red Hill Ave and Warner Ave 388 828 195 188 935 20
397 173

273 76
1276 1234 464 427
271 255 342 120
101 374 106 68 414 56
Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy Intersection #100: Red Hill Ave and Alton Pkwy 94 719 163 154 962 212
124 111

158 163
748 571 490 290
296 511 490 342
152 379 125 225 663 415
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-174
Attachment 8
1211
INTERSECTION Mon Oct 26 11:36:07 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #101: Red Hill Ave and MacArthur Blvd Intersection #102: Red Hill Ave and Main St 441 481 186 90 261 56
1153 789

139 73
596 308 1309 309
98 32 254 154
83 742 13 201 691 449
Intersection #103: I-5 SB Ramps and Santa Ana Blvd Intersection #104: Tustin Ranch Rd and Warner Ave 38 0 382 18 0 141
332 370

27 490
569 1267 357 2130
0 00 0
000 000
Intersection #105: Von Karman Ave and Barranca Pkwy Intersection #106: Red Hill Avenue and El Camino Real 446 1021 104 84 1372 19
219 46

48 15
823 1482 108 202
275 902 114 246
401 533 319 230 589 190
Intersection #107: Red Hill Avenue and I-5 NB Ramps Intersection #108: Red Hill Avenue and I-5 SB Ramps 440 1171 0 0 1064 371
0 295

200 0
0 05 0
0 258 367 0
254 843 0 0 1191 527
Intersection #109: Red Hill Avenue and Nisson Road Intersection #110: Red Hill Avenue and Walnut Avenue 128 1222 162 127 1135 113
242 215

104 166
59 26 258 348
48 49 254 263
16 1244 23 129 502 95
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-175
Attachment 8
1212
INTERSECTION Mon Oct 26 11:36:07 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP AM Peak Hour
Intersection #111: Red Hill Avenue and Valencia Avenue Intersection #112: Tustin Ranch Road and Warner Avenue North 72 1082 126 0 1140 403
49 153

0 249
343 433 0 0
133 315 0 844
98 412 133 0 321 311
Intersection #113: Tustin Ranch Road and Walnut Avenue Intersection #114: SR-55 SB Ramps and Irvine Boulevard 401 3008 1076 71 0 65
834 233

0 0
1089 276 647 1240
658 187 1161 496
92 567 283 0 0 0
Intersection #115: SR-55 NB Ramps and Irvine Boulevard
000
222 863
526 1241
0 0
440 0 423
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-176
Attachment 8
1213
INTERSECTION Mon Oct 26 11:36:07 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-177
Attachment 8
1214
APPENDIX B.4
INTERSECTION VOLUMES –
2045 NP (PM PEAK HOUR)
K-178
Attachment 8
1215
INTERSECTION Mon Oct 26 11:36:52 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 164 866 152 143 1179 96
212 209

207 221
678 877 475 479
106 209 210 114
169 1569 126 242 1973 127
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 228 897 136 117 982 46
141 191

75 160
544 1181 148 556
163 128 91 88
539 1610 115 105 1159 45
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 121 625 140 58 1801 0
61 164

102 165
372 574 0 78
54 104 86 576
188 1009 177 109 2457 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 202 1752 254
927 74

215 281
695 786 768 1238
0 037 357
0 0 0 237 1178 279
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 145 1073 245 99 1094 256
179 151

241 137
730 929 585 474
138 199 73 198
290 1497 166 169 1737 127
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-179
Attachment 8
1216
INTERSECTION Mon Oct 26 11:36:52 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 77 843 290 174 1457 262
109 379

217 827
460 1138 1539 2589
81 196 352 249
254 1597 193 762 3656 275
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 87 986 87 14 4 12
118 461

36 12
585 1269 891 2350
192 117 160 25
273 1717 55 1201 7 70
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 169 1028 204 43 1417 114
140 258

81 236
489 1373 220 632
181 81 229 301
558 1441 83 154 1532 228
Intersection #17: Harbor Blvd and I-405 NB Off-Ramp Intersection #18: Harbor Blvd and I-405 SB Off-Ramp 0 2570 0 0 2281 0
0 801

177 0
0 00 0
0 496 815 0
0 1529 0 0 1881 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 0 1784 192 291 1468 236
2 157

193 164
6 0 781 1060
4 424 136 140
6 1690 475 169 1241 112
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-180
Attachment 8
1217
INTERSECTION Mon Oct 26 11:36:52 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 242 1553 191 156 635 204
158 134

205 302
427 545 628 1375
106 158 168 650
164 1507 131 184 1759 108
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 93 921 182 88 955 171
168 214

240 223
815 989 627 1272
126 168 211 167
213 1695 158 225 1550 84
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 81 1162 140 0 0 0
262 148

0 0
555 569 1061 1811
123 227 216 153
192 1725 375 293 0 195
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 52 171 52 86 533 51
127 202

108 114
967 1414 640 827
55 37 56 98
50 414 31 61 872 136
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 99 396 114 84 278 115
125 194

80 193
862 2171 753 1211
123 192 78 67
171 736 206 273 1314 343
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-181
Attachment 8
1218
INTERSECTION Mon Oct 26 11:36:52 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 305 1794 337 149 1458 159
238 396

195 89
530 1170 549 789
96 311 65 184
375 1823 303 222 1550 81
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 59 1558 117 273 1209 223
155 168

160 114
428 624 900 1204
100 392 115 196
84 1702 97 392 1693 250
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 358 1554 111 219 1128 338
245 127

176 434
478 1088 791 1481
95 209 140 251
224 1649 90 316 1182 216
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 194 927 101 54 870 116
224 66

25 29
803 1313 35 150
64 145 65 91
182 1347 237 43 1681 158
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 135 858 233 230 804 215
335 259

301 303
746 1370 588 952
158 236 228 247
321 1369 249 651 1376 222
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-182
Attachment 8
1219
INTERSECTION Mon Oct 26 11:36:52 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #41: Bristol St and I-405 NB Ramps Intersection #42: Bristol St and I-405 SB Ramps 22 2375 0 942 1611 0
0 1162

740 0
0 300 0 0
204 350 331 0
0 2094 183 128 1570 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 40 442 87 159 549 200
357 192

102 147
1029 649 895 1415
168 186 74 210
198 1206 99 224 1063 253
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 57 352 46 135 469 84
124 166

203 99
928 1159 1011 1545
37 93 107 92
91 1234 76 122 859 82
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 215 224 93 266 1031 164
199 177

327 226
947 1989 466 563
60 62 209 282
130 621 72 347 1059 496
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 143 1083 52 150 969 222
391 110

224 81
433 227 1256 1220
116 278 74 199
113 1186 225 197 1019 222
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-183
Attachment 8
1220
INTERSECTION Mon Oct 26 11:36:52 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 54 853 52 53 1083 0
239 39

0 120
1322 384 0 924
158 38 0 92
92 1169 98 51 1152 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 39 864 0 119 559 146
0 58

116 87
70 229 1172 1244
39 087 111
0 950 45 152 745 65
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 61 834 123 88 646 129
182 338

118 141
805 752 698 1364
98 133 78 102
132 1037 64 101 1069 49
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 260 345 265 0 0 0
313 444

0 0
643 1529 1672 1440
62 193 539 123
446 1067 293 1113 0 543
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 130 0 50 0 137 592
114 42

0 183
1047 1564 0 0
688 00 214
330 44 17 0 631 414
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-184
Attachment 8
1221
INTERSECTION Mon Oct 26 11:36:52 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 117 456 32 103 639 378
266 18

164 347
76 19 673 546
269 14 87 255
194 598 60 135 833 236
Intersection #63: Standard Ave and 4th St Intersection #64: Standard Ave and 1st St 297 428 254 47 679 142
302 351

168 116
477 648 1279 1888
201 233 65 264
251 543 214 109 724 259
Intersection #65: Standard Ave and Mcfadden Ave Intersection #66: Halladay St and Warner Ave 90 520 237 0 0 0
95 217

2 0
632 749 868 2159
108 123 87 272
194 765 94 338 0 704
Intersection #67: Halladay St and Dyer Rd Intersection #68: SR-55 SB Ramps and MacArthur Blvd 83 39 296 724 0 299
147 132

0 579
1271 1655 1187 1474
9 51 1058 0
61 266 307 0 0 0
Intersection #69: SR-55 NB Ramps and MacArthur Blvd Intersection #70: SR-55 SB Ramps and Dyer Rd 0 0 0 110 226 103
0 1056

59 65
711 1467 1379 1008
731 0 187 566
620 0 412 386 12 291
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-185
Attachment 8
1222
INTERSECTION Mon Oct 26 11:36:52 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #71: Glassell St and La Veta Ave Intersection #72: Glassell St and SR-22 WB Ramps 35 471 14 293 1007 0
106 15

0 446
346 382 0 9
594 211 0 251
573 595 194 660 1079 0
Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps Intersection #74: Grand Ave and Fairhaven Ave 0 824 461 89 974 242
229 0

79 157
4 045 42
503 033 221
0 1450 370 54 1420 284
Intersection #75: Grand Ave and Santa Clara Ave Intersection #76: Grand Ave and 17th St 240 946 240 140 634 294
114 300

321 187
139 282 823 1031
26 157 138 279
103 1386 288 288 1026 259
Intersection #77: Grand Ave and I-5 NB Ramps Intersection #78: Grand Ave and Santa Ana Blvd 0 1501 62 595 839 38
0 182

377 165
0 0 230 228
0 151 363 34
0 1855 1432 185 2091 34
Intersection #79: Grand Ave and 1st St Intersection #80: Grand Ave and Chestnut Ave 266 667 113 121 716 161
326 176

70 252
1080 958 214 433
107 154 47 139
188 1435 43 152 1142 198
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-186
Attachment 8
1223
INTERSECTION Mon Oct 26 11:36:52 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #81: Grand Ave and McFadden Ave Intersection #82: Grand Ave and Edinger Ave 187 696 153 281 501 203
122 168

182 217
454 762 787 1673
79 96 63 93
222 1264 218 244 1411 122
Intersection #83: Grand Ave and Warner Ave Intersection #84: SR-55 NB Ramps and Dyer Rd 208 452 140 0 0 0
306 504

0 929
587 1539 1183 1488
127 241 602 0
183 660 146 181 0 49
Intersection #85: Cambridge St and La Veta Ave Intersection #86: Cambridge St and Fairhaven Ave 191 206 0 76 0 219
375 0

132 295
0 0 230 237
247 00 0
235 327 0 0 0 0
Intersection #87: Mabury St and 1st Street Intersection #88: Tustin St and La Veta Ave 367 83 195 13 701 79
0 0

13 90
1334 549 5 4
21 40 20 146
23 0 233 38 863 205
Intersection #89: Tustin St and SR-22 WB On-Ramp Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave 294 573 0 0 550 40
0 0

440 67
0 039 0
0 0 558 28
466 1340 0 0 1416 4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-187
Attachment 8
1224
INTERSECTION Mon Oct 26 11:36:52 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #91: Tustin Ave and Fairhaven Ave Intersection #92: Tustin Ave and Santa Clara Ave 108 940 356 109 1574 199
89 208

68 157
200 220 213 166
163 100 125 133
280 1492 132 191 923 142
Intersection #93: Tustin Ave and 17th St Intersection #94: Tustin Ave and 4th St 40 404 377 124 339 459
493 444

208 491
968 798 743 798
131 243 38 118
253 1083 557 28 299 97
Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Avenue 37 50 110 803 209 17
47 146

156 16
1677 1220 54 348
472 468 32 23
401 32 423 879 262 51
Intersection #97: Red Hill Ave and Edinger Ave Intersection #98: Red Hill Ave and Warner Ave 169 209 105 385 304 79
410 567

246 210
1051 1161 668 1598
128 90 104 76
204 1469 233 374 1281 147
Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy Intersection #100: Red Hill Ave and Alton Pkwy 192 408 241 4 519 122
172 245

434 801
637 839 1065 222
84 110 545 1299
338 1270 327 26 1458 211
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-188
Attachment 8
1225
INTERSECTION Mon Oct 26 11:36:52 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #101: Red Hill Ave and MacArthur Blvd Intersection #102: Red Hill Ave and Main St 1148 654 315 348 640 88
499 568

200 88
230 810 714 1575
35 39 193 277
175 1133 14 436 941 254
Intersection #103: I-5 SB Ramps and Santa Ana Blvd Intersection #104: Tustin Ranch Rd and Warner Ave 67 0 304 38 0 553
765 170

65 369
865 621 2154 856
0 00 0
000 000
Intersection #105: Von Karman Ave and Barranca Pkwy Intersection #106: Red Hill Avenue and El Camino Real 280 407 80 96 728 20
765 250

70 63
1397 734 153 548
195 232 201 332
346 1992 434 421 1334 246
Intersection #107: Red Hill Avenue and I-5 NB Ramps Intersection #108: Red Hill Avenue and I-5 SB Ramps 186 921 0 0 802 334
0 428

296 0
0 99 3 0
0 264 265 0
277 1585 0 0 1551 492
Intersection #109: Red Hill Avenue and Nisson Road Intersection #110: Red Hill Avenue and Walnut Avenue 75 750 146 165 396 128
247 141

88 171
90 83 211 654
40 48 87 196
31 1614 33 273 1325 95
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-189
Attachment 8
1226
INTERSECTION Mon Oct 26 11:36:52 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 NP PM Peak Hour
Intersection #111: Red Hill Avenue and Valencia Avenue Intersection #112: Tustin Ranch Road and Warner Avenue North 49 438 109 0 610 415
100 279

0 616
270 422 0 0
119 291 0 682
241 1791 295 0 1916 1128
Intersection #113: Tustin Ranch Road and Walnut Avenue Intersection #114: SR-55 SB Ramps and Irvine Boulevard 947 1460 550 279 0 467
329 1349

0 0
402 1703 987 1324
230 297 665 461
842 3666 385 0 0 0
Intersection #115: SR-55 NB Ramps and Irvine Boulevard
000
254 845
1163 1336
0 0
367 18 333
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-190
Attachment 8
1227
INTERSECTION Mon Oct 26 11:36:52 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-191
Attachment 8
1228
APPENDIX B.5
INTERSECTION VOLUMES –
2045 WP (AM PEAK HOUR)
K-192
Attachment 8
1229
INTERSECTION Mon Oct 26 11:42:41 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 97 1725 194 168 2031 146
194 194

227 89
721 606 463 234
136 190 287 106
100 845 145 156 1185 141
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 240 2613 180 116 1262 86
136 148

17 23
595 812 44 57
364 133 33 17
127 801 68 94 708 101
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 107 1153 116 18 1354 0
106 69

81 117
386 311 0 44
125 122 133 836
77 342 120 83 1508 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 113 1970 251
558 117

173 299
699 624 910 1100
0 032 406
0 0 0 159 1045 224
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 122 1876 223 63 1891 179
118 135

136 55
788 580 353 193
153 229 106 85
102 816 176 101 1026 98
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-193
Attachment 8
1230
INTERSECTION Mon Oct 26 11:42:41 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 71 2441 212 122 2034 451
123 195

100 111
743 469 1422 654
373 211 374 125
95 713 135 106 647 164
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 87 2324 173 19 2 8
90 103

7 26
753 453 1915 626
303 146 760 82
107 759 48 86 4 24
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 115 1662 289 56 2284 242
133 151

9 107
1204 506 109 190
363 152 42 149
128 898 92 221 1128 209
Intersection #17: Harbor Blvd and I-405 NB Off-Ramp Intersection #18: Harbor Blvd and I-405 SB Off-Ramp 0 2007 0 0 1278 0
0 702

475 0
0 00 0
0 399 529 0
0 1915 0 0 1993 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 8 1812 314 181 1579 272
7 26

170 271
25 2 977 809
25 50 151 180
7 1435 465 196 1508 284
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-194
Attachment 8
1231
INTERSECTION Mon Oct 26 11:42:41 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 162 2242 184 133 1576 225
92 19

361 121
216 240 1002 608
50 93 268 463
138 1479 198 212 935 131
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 119 1628 205 152 1357 269
69 271

121 178
1010 836 984 627
301 277 145 298
235 1039 136 280 870 100
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 104 1627 191 0 0 0
44 154

0 0
286 299 1788 949
58 357 436 178
182 1051 160 140 0 188
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 160 472 154 72 528 69
50 97

52 34
1127 847 313 190
180 210 40 60
47 193 78 34 309 49
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 45 376 80 289 728 192
330 59

99 147
2016 992 1690 1735
290 127 116 103
85 228 82 61 210 89
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-195
Attachment 8
1232
INTERSECTION Mon Oct 26 11:42:41 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 243 1845 449 100 1597 396
341 293

80 100
1015 886 404 481
164 386 50 145
241 1241 210 129 1141 101
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 51 1891 172 183 1298 315
54 22

206 139
264 129 1268 949
23 52 128 126
68 1482 206 208 1451 184
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 229 2223 228 247 2178 643
155 47

172 180
266 405 958 1058
131 145 238 231
130 1159 58 221 993 183
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 119 1011 283 36 1551 224
306 91

190 31
1480 712 117 87
136 157 244 41
70 778 146 10 702 53
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 145 1389 319 99 1316 232
211 132

135 166
1531 910 1115 480
311 191 451 295
95 491 123 119 583 172
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-196
Attachment 8
1233
INTERSECTION Mon Oct 26 11:42:41 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #41: Bristol St and I-405 NB Ramps Intersection #42: Bristol St and I-405 SB Ramps 8 2088 0 943 1097 0
0 807

675 0
0 89 0 0
36 147 618 0
0 1638 210 122 1195 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 124 929 275 121 1158 366
63 158

107 95
394 377 983 664
45 118 39 161
64 593 86 89 387 102
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 53 367 66 120 544 98
58 49

237 93
658 366 1631 846
50 54 455 115
30 219 19 86 451 100
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 264 352 163 141 843 161
163 85

350 243
1852 1329 495 291
79 79 215 334
26 170 88 123 844 438
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 223 1066 27 81 1251 225
123 20

114 22
194 301 1203 1475
13 264 60 369
35 955 313 156 929 199
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-197
Attachment 8
1234
INTERSECTION Mon Oct 26 11:42:41 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 186 1222 69 103 1162 0
75 41

0 65
454 679 0 848
83 52 0 61
138 901 79 66 1050 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 27 1098 0 69 937 94
0 26

69 54
93 105 805 972
14 085 78
0 1052 25 103 532 54
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 28 1434 184 58 1103 239
44 74

99 106
419 259 1288 867
46 97 174 149
93 874 44 104 589 64
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 160 709 539 0 0 0
230 279

0 0
1336 556 1279 1901
242 187 652 236
60 344 292 49 0 250
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 312 0 60 0 173 837
101 24

0 95
1062 1508 0 0
384 00 170
720 33 21 0 192 170
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-198
Attachment 8
1235
INTERSECTION Mon Oct 26 11:42:41 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 82 335 6 253 972 409
212 23

118 258
81 116 732 699
431 126 99 297
318 221 31 188 611 303
Intersection #63: Standard Ave and 4th St Intersection #64: Standard Ave and 1st St 332 604 431 41 901 123
298 340

161 120
624 550 1959 1282
219 250 121 194
191 473 248 45 631 312
Intersection #65: Standard Ave and Mcfadden Ave Intersection #66: Halladay St and Warner Ave 21 297 123 0 0 0
21 48

0 0
736 214 1772 797
89 81 200 210
44 170 77 69 0 160
Intersection #67: Halladay St and Dyer Rd Intersection #68: SR-55 SB Ramps and MacArthur Blvd 33 31 155 903 0 998
54 111

0 155
1820 686 1423 1363
13 126 1014 0
16 26 71 0 0 0
Intersection #69: SR-55 NB Ramps and MacArthur Blvd Intersection #70: SR-55 SB Ramps and Dyer Rd 0 0 0 60 242 50
0 279

34 111
1503 591 1282 663
744 0 273 418
965 0 1037 312 37 713
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-199
Attachment 8
1236
INTERSECTION Mon Oct 26 11:42:41 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #71: Glassell St and La Veta Ave Intersection #72: Glassell St and SR-22 WB Ramps 60 274 13 473 1017 0
57 10

0 369
293 401 0 4
563 380 0 247
292 458 139 568 638 0
Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps Intersection #74: Grand Ave and Fairhaven Ave 0 904 345 34 1531 184
258 0

99 137
0 060 17
1012 059 152
0 968 258 25 1032 148
Intersection #75: Grand Ave and Santa Clara Ave Intersection #76: Grand Ave and 17th St 338 1503 307 249 1270 303
179 246

246 114
291 270 915 1047
60 140 116 401
92 648 167 228 666 458
Intersection #77: Grand Ave and I-5 NB Ramps Intersection #78: Grand Ave and Santa Ana Blvd 0 3338 104 1684 1908 231
0 154

242 37
0 0 200 407
0 557 394 5
0 1145 662 79 1119 57
Intersection #79: Grand Ave and 1st St Intersection #80: Grand Ave and Chestnut Ave 213 1753 121 57 2086 174
318 107

64 148
760 939 449 237
216 268 118 81
186 655 31 53 737 163
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-200
Attachment 8
1237
INTERSECTION Mon Oct 26 11:42:41 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #81: Grand Ave and McFadden Ave Intersection #82: Grand Ave and Edinger Ave 192 1974 294 253 1293 253
109 86

396 142
352 340 1654 651
107 95 159 170
262 1104 165 65 649 127
Intersection #83: Grand Ave and Warner Ave Intersection #84: SR-55 NB Ramps and Dyer Rd 199 589 204 0 0 0
314 208

0 517
1120 617 1550 859
440 140 620 0
187 564 241 637 0 521
Intersection #85: Cambridge St and La Veta Ave Intersection #86: Cambridge St and Fairhaven Ave 245 480 0 199 0 618
195 0

69 101
0 0 185 130
312 00 0
185 235 0 0 0 0
Intersection #87: Mabury St and 1st Street Intersection #88: Tustin St and La Veta Ave 618 164 276 3 944 48
0 0

9 43
922 701 11 1
10 46 35 279
5 0 122 9 365 105
Intersection #89: Tustin St and SR-22 WB On-Ramp Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave 536 897 0 0 779 13
0 0

252 43
0 025 0
0 0 1084 6
762 708 0 0 1213 6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-201
Attachment 8
1238
INTERSECTION Mon Oct 26 11:42:41 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #91: Tustin Ave and Fairhaven Ave Intersection #92: Tustin Ave and Santa Clara Ave 42 2148 249 87 2756 135
78 442

116 122
297 338 293 244
511 306 214 118
125 720 126 102 556 104
Intersection #93: Tustin Ave and 17th St Intersection #94: Tustin Ave and 4th St 20 1841 638 293 946 743
215 188

159 472
849 770 942 727
145 488 39 129
155 277 330 40 204 183
Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Avenue 8 30 50 728 497 20
34 157

269 4
1334 1202 163 223
493 510 155 8
456 68 540 413 109 69
Intersection #97: Red Hill Ave and Edinger Ave Intersection #98: Red Hill Ave and Warner Ave 403 861 203 191 949 20
397 170

239 96
1276 1213 407 543
271 250 300 152
122 449 128 118 716 97
Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy Intersection #100: Red Hill Ave and Alton Pkwy 106 809 184 170 1059 233
126 114

185 159
758 583 574 284
300 522 574 335
184 458 151 235 693 434
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-202
Attachment 8
1239
INTERSECTION Mon Oct 26 11:42:41 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #101: Red Hill Ave and MacArthur Blvd Intersection #102: Red Hill Ave and Main St 485 529 205 126 365 78
1194 843

139 79
617 329 1309 335
101 34 254 167
83 742 13 201 691 449
Intersection #103: I-5 SB Ramps and Santa Ana Blvd Intersection #104: Tustin Ranch Rd and Warner Ave 38 0 382 22 0 174
287 300

27 490
492 1027 357 2130
0 00 0
000 000
Intersection #105: Von Karman Ave and Barranca Pkwy Intersection #106: Red Hill Avenue and El Camino Real 420 960 98 88 1440 20
247 47

53 12
928 1506 120 161
310 917 126 197
375 497 298 222 569 183
Intersection #107: Red Hill Avenue and I-5 NB Ramps Intersection #108: Red Hill Avenue and I-5 SB Ramps 458 1217 0 0 1125 392
0 272

210 0
0 05 0
0 238 386 0
266 883 0 0 1191 527
Intersection #109: Red Hill Avenue and Nisson Road Intersection #110: Red Hill Avenue and Walnut Avenue 134 1274 169 132 1180 117
242 215

99 166
59 26 247 348
48 49 244 263
16 1244 23 135 525 99
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-203
Attachment 8
1240
INTERSECTION Mon Oct 26 11:42:41 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP AM Peak Hour
Intersection #111: Red Hill Avenue and Valencia Avenue Intersection #112: Tustin Ranch Road and Warner Avenue North 76 1132 132 0 1165 412
48 153

0 255
335 433 0 0
130 315 0 865
128 542 175 0 396 383
Intersection #113: Tustin Ranch Road and Walnut Avenue Intersection #114: SR-55 SB Ramps and Irvine Boulevard 418 3139 1123 70 0 64
856 219

0 0
1118 260 719 1201
675 176 1290 480
103 630 314 0 0 0
Intersection #115: SR-55 NB Ramps and Irvine Boulevard
000
204 788
485 1133
0 0
395 0 379
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-204
Attachment 8
1241
INTERSECTION Mon Oct 26 11:42:41 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-205
Attachment 8
1242
APPENDIX B.6
INTERSECTION VOLUMES –
2045 WP (PM PEAK HOUR)
K-206
Attachment 8
1243
INTERSECTION Mon Oct 26 11:43:45 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 148 781 137 130 1070 87
201 168

134 166
641 702 307 359
100 168 136 86
165 1532 123 248 2020 130
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 228 897 136 114 954 45
121 179

33 15
467 1103 66 51
140 119 40 8
551 1648 117 102 1129 44
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 104 539 121 59 1823 0
45 113

102 160
273 398 0 75
40 72 86 558
188 1009 177 103 2324 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 202 1752 254
785 42

227 231
588 449 808 1018
0 039 294
0 0 0 222 1106 262
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 142 1053 240 101 1114 261
192 141

147 43
784 865 358 151
148 185 45 63
280 1446 160 182 1866 136
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-207
Attachment 8
1244
INTERSECTION Mon Oct 26 11:43:45 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 75 822 283 166 1389 250
109 363

198 838
460 1089 1399 2626
81 188 320 253
262 1645 199 768 3685 277
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 86 973 86 14 4 12
118 475

35 12
585 1308 869 2320
192 121 156 25
275 1732 55 1139 7 66
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 170 1039 206 44 1464 118
143 269

85 221
501 1429 230 592
185 85 239 282
527 1362 79 156 1552 230
Intersection #17: Harbor Blvd and I-405 NB Off-Ramp Intersection #18: Harbor Blvd and I-405 SB Off-Ramp 0 2570 0 0 2254 0
0 828

181 0
0 00 0
0 513 833 0
0 1488 0 0 1881 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 0 1903 205 291 1468 236
2 61

215 147
6 0 870 952
4 164 151 126
6 1777 499 182 1339 121
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-208
Attachment 8
1245
INTERSECTION Mon Oct 26 11:43:45 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 246 1577 195 151 616 198
79 43

205 297
214 177 628 1353
53 51 168 639
174 1596 139 190 1810 111
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 92 906 179 83 902 162
163 227

253 212
792 1049 661 1210
123 178 223 159
211 1679 156 228 1568 85
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 79 1145 138 0 0 0
245 136

0 0
520 522 1178 1840
115 208 240 155
190 1705 371 327 0 218
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 44 143 44 40 252 24
138 213

59 44
1049 1490 347 318
60 39 30 38
50 414 31 34 482 75
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 52 209 61 84 278 115
177 197

90 235
1226 2203 847 1475
175 195 88 82
84 361 101 262 1258 328
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-209
Attachment 8
1246
INTERSECTION Mon Oct 26 11:43:45 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 314 1847 347 163 1589 173
243 357

130 72
543 1055 366 635
98 280 43 149
370 1801 300 214 1494 78
Intersection #33: Bristol St and Santa Ana Blvd Intersection #34: Bristol St and 1st St 60 1597 120 264 1169 216
70 54

259 90
194 199 1454 953
45 125 186 155
85 1722 98 434 1872 276
Intersection #35: Bristol St and McFadden Ave Intersection #36: Bristol St and Warner Ave 373 1618 116 223 1144 343
114 50

159 487
222 424 715 1662
44 82 126 282
249 1833 99 312 1170 213
Intersection #37: Bristol St and Segerstrom Ave Intersection #38: Bristol St and Alton Ave 187 894 98 54 858 114
279 71

50 0
998 1408 70 0
79 156 130 0
177 1309 231 43 1667 157
Intersection #39: Bristol St and MacArthur Blvd Intersection #40: Bristol St and Sunflower Ave 137 871 237 242 844 226
357 270

391 311
796 1432 764 976
169 247 296 254
335 1428 260 687 1452 234
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-210
Attachment 8
1247
INTERSECTION Mon Oct 26 11:43:45 2020 Page 5
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #41: Bristol St and I-405 NB Ramps Intersection #42: Bristol St and I-405 SB Ramps 23 2458 0 968 1657 0
0 1184

740 0
0 306 0 0
204 357 331 0
0 2235 195 135 1647 0
Intersection #43: Flower St and Santa Ana Blvd Intersection #44: Flower St and 1st St 44 486 95 111 383 140
104 110

135 101
300 371 1181 969
49 106 98 144
215 1307 107 211 1000 238
Intersection #45: Flower St and McFadden Ave Intersection #46: Flower St and Segerstrom Ave 33 201 26 129 449 80
56 76

241 109
422 532 1198 1699
17 43 126 101
54 734 45 120 843 80
Intersection #47: Flower St and MacArthur Blvd Intersection #48: Main St and La Veta Ave 224 233 97 309 1199 191
264 175

347 266
1254 1967 495 662
80 61 222 332
116 553 65 310 948 444
Intersection #49: Main St and Mainplace Dr / Memory Ln Intersection #50: Main St and 17th St 132 999 48 164 1062 243
195 146

174 76
217 302 975 1147
58 370 58 187
102 1075 204 239 1237 270
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-211
Attachment 8
1248
INTERSECTION Mon Oct 26 11:43:45 2020 Page 6
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #51: Main St and Civic Center Dr Intersection #52: Main St and Santa Ana Blvd 65 1031 63 54 1108 0
168 39

0 85
930 384 0 656
111 38 0 65
98 1234 103 56 1280 0
Intersection #53: Main St and 4th St Intersection #54: Main St and 1st St 43 951 0 131 615 160
0 40

91 58
112 157 921 834
63 068 75
0 1108 53 179 875 76
Intersection #55: Main St and McFadden Ave Intersection #56: Main St and Edinger Ave 68 933 138 88 646 129
78 180

159 162
345 400 940 1569
42 71 105 117
149 1169 72 111 1181 54
Intersection #57: Main St and MacArthur Blvd Intersection #58: Penn Wy and 17th St 266 352 271 0 0 0
385 432

0 0
792 1488 1712 1480
76 188 552 126
488 1169 321 795 0 388
Intersection #59: I-5 NB Off Ramps/17th Street Intersection #60: Penn Wy and I-5 SB Ramps 142 0 55 0 117 508
128 44

0 183
1168 1622 0 0
767 00 214
375 50 20 0 363 238
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-212
Attachment 8
1249
INTERSECTION Mon Oct 26 11:43:45 2020 Page 7
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #61: Santiago St and Civic Center Dr Intersection #62: Santiago St and Santa Ana Blvd 72 281 20 103 639 378
266 18

164 347
76 19 673 546
269 14 87 255
133 411 41 135 833 236
Intersection #63: Standard Ave and 4th St Intersection #64: Standard Ave and 1st St 297 428 254 47 679 142
302 351

168 116
477 648 1279 1888
201 233 65 264
251 543 214 109 724 259
Intersection #65: Standard Ave and Mcfadden Ave Intersection #66: Halladay St and Warner Ave 42 240 110 0 0 0
53 119

2 0
351 412 955 2284
60 68 96 287
103 407 50 200 0 417
Intersection #67: Halladay St and Dyer Rd Intersection #68: SR-55 SB Ramps and MacArthur Blvd 35 17 125 777 0 321
166 134

0 608
1433 1680 1305 1547
10 52 1163 0
57 249 287 0 0 0
Intersection #69: SR-55 NB Ramps and MacArthur Blvd Intersection #70: SR-55 SB Ramps and Dyer Rd 0 0 0 110 226 103
0 1040

66 58
764 1444 1544 904
785 0 210 507
726 0 483 386 12 291
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-213
Attachment 8
1250
INTERSECTION Mon Oct 26 11:43:45 2020 Page 8
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #71: Glassell St and La Veta Ave Intersection #72: Glassell St and SR-22 WB Ramps 37 499 15 323 1110 0
112 16

0 476
367 407 0 9
631 225 0 268
573 595 194 640 1045 0
Intersection #73: Grand Ave / Glassell St and SR-22 EB Ramps Intersection #74: Grand Ave and Fairhaven Ave 0 903 505 89 974 242
238 0

79 109
4 045 29
522 033 153
0 1316 336 50 1311 262
Intersection #75: Grand Ave and Santa Clara Ave Intersection #76: Grand Ave and 17th St 240 946 240 140 634 294
114 220

371 190
139 206 949 1046
26 115 160 284
95 1280 266 266 947 239
Intersection #77: Grand Ave and I-5 NB Ramps Intersection #78: Grand Ave and Santa Ana Blvd 0 1623 67 684 964 44
0 202

370 213
0 0 226 295
0 168 356 44
0 2036 1571 213 2411 40
Intersection #79: Grand Ave and 1st St Intersection #80: Grand Ave and Chestnut Ave 313 784 133 112 664 149
272 138

47 165
900 753 143 283
89 121 31 91
195 1493 45 180 1352 234
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-214
Attachment 8
1251
INTERSECTION Mon Oct 26 11:43:45 2020 Page 9
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #81: Grand Ave and McFadden Ave Intersection #82: Grand Ave and Edinger Ave 215 800 176 327 583 236
64 168

207 228
238 762 895 1758
42 96 72 98
232 1320 227 259 1494 129
Intersection #83: Grand Ave and Warner Ave Intersection #84: SR-55 NB Ramps and Dyer Rd 265 575 178 0 0 0
342 510

0 882
656 1556 1355 1411
142 244 689 0
218 788 174 188 0 51
Intersection #85: Cambridge St and La Veta Ave Intersection #86: Cambridge St and Fairhaven Ave 191 206 0 68 0 195
469 0

85 272
0 0 148 218
309 00 0
176 246 0 0 0 0
Intersection #87: Mabury St and 1st Street Intersection #88: Tustin St and La Veta Ave 310 70 164 16 851 96
0 0

13 82
1275 423 5 4
20 31 20 134
25 0 256 31 693 164
Intersection #89: Tustin St and SR-22 WB On-Ramp Intersection #90: Tustin St and SR-22 EB Off-Ramp / Seba Ave 330 642 0 0 589 43
0 0

440 67
0 039 0
0 0 558 28
383 1100 0 0 1155 3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-215
Attachment 8
1252
INTERSECTION Mon Oct 26 11:43:45 2020 Page 10
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #91: Tustin Ave and Fairhaven Ave Intersection #92: Tustin Ave and Santa Clara Ave 108 940 356 109 1574 199
82 180

63 136
185 191 198 144
151 86 116 115
258 1377 122 176 852 131
Intersection #93: Tustin Ave and 17th St Intersection #94: Tustin Ave and 4th St 40 404 377 145 396 536
457 385

226 513
898 693 806 833
122 211 41 123
233 1000 514 35 381 123
Intersection #95: SR-55 SB Ramps / Auto Mall Dr and Edinger Ave Intersection #96: SR-55 NB Ramps / Del Amo Ave and Newport Avenue 37 50 110 889 231 19
46 136

165 16
1649 1139 57 348
464 437 33 23
401 32 423 879 262 51
Intersection #97: Red Hill Ave and Edinger Ave Intersection #98: Red Hill Ave and Warner Ave 173 214 108 432 341 89
410 574

324 216
1051 1176 880 1643
128 91 137 78
208 1501 238 343 1175 135
Intersection #99: Red Hill Ave and Dyer Rd / barranca Pkwy Intersection #100: Red Hill Ave and Alton Pkwy 249 531 314 5 628 148
178 286

453 1235
662 979 1111 342
87 129 569 2003
344 1293 333 27 1513 219
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-216
Attachment 8
1253
INTERSECTION Mon Oct 26 11:43:45 2020 Page 11
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #101: Red Hill Ave and MacArthur Blvd Intersection #102: Red Hill Ave and Main St 1240 707 340 348 640 88
515 574

212 91
237 818 757 1617
36 39 205 284
179 1160 14 467 1006 272
Intersection #103: I-5 SB Ramps and Santa Ana Blvd Intersection #104: Tustin Ranch Rd and Warner Ave 78 0 357 45 0 653
595 162

64 398
672 590 2124 925
0 00 0
000 000
Intersection #105: Von Karman Ave and Barranca Pkwy Intersection #106: Red Hill Avenue and El Camino Real 280 407 80 96 728 20
785 274

52 51
1435 805 113 439
201 254 148 265
362 2082 454 433 1372 253
Intersection #107: Red Hill Avenue and I-5 NB Ramps Intersection #108: Red Hill Avenue and I-5 SB Ramps 175 865 0 0 744 310
0 415

296 0
0 96 3 0
0 256 265 0
292 1670 0 0 1700 540
Intersection #109: Red Hill Avenue and Nisson Road Intersection #110: Red Hill Avenue and Walnut Avenue 73 730 142 160 382 123
247 141

91 171
90 83 218 654
40 48 90 196
34 1769 36 283 1378 99
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-217
Attachment 8
1254
INTERSECTION Mon Oct 26 11:43:45 2020 Page 12
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2045 WP PM Peak Hour
Intersection #111: Red Hill Avenue and Valencia Avenue Intersection #112: Tustin Ranch Road and Warner Avenue North 52 467 116 0 657 447
110 272

0 716
297 412 0 0
130 284 0 792
248 1849 305 0 1995 1175
Intersection #113: Tustin Ranch Road and Walnut Avenue Intersection #114: SR-55 SB Ramps and Irvine Boulevard 947 1460 550 289 0 484
329 1394

0 0
402 1760 1049 1222
230 307 707 425
876 3814 401 0 0 0
Intersection #115: SR-55 NB Ramps and Irvine Boulevard
000
239 660
1094 1043
0 0
424 21 386
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-218
Attachment 8
1255
INTERSECTION Mon Oct 26 11:43:45 2020 Page 13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-219
Attachment 8
1256

APPENDIX C

OCTAM VOLUME PLOTS
K-220
Attachment 8
1257
OCTAM 5.0 - Year 2016 Daily Forecasts
Volumes in Thousands
Raw Volumes - Not For Distribution
108
139
142
104
115
91 174
135
94 112
129
101
111
130
172
108
115
158
158
134
88 101
156
102
177
110
168
165
142
140
119
111
171
146
102
76 131
128
94 186
69 175
173
151
154
174
122
69 64
119
176
105
115
52 115
120
129
170
173
137
134 128
162
56 159
163
152
59 84
128 127
150
128
69 104
65 112
183
158
99 138
95 173
77 83
174
91 122
84 70
80 101
127
149
126
94 176
82 147
152
56 123
182
128
59 129
73 149
126
172
158
131
95 56
61 105
185
61 73
162
120
157
117
103
67 134
183
81 125
89 75
133
165
85 137 55
134
134
95 154
115
94 159
180
118
134
105
113
177
65 75
89 143
66 114
162
112
143
170
91 77
96 185
110
110
109
68 94
129
58 58
193
145
101
68 176
122
133
97 175
117
89 133
55 85
152
101
127
114
120
175
145
74 91
160
104
86 151
5277
12 14
14 13
11 11
11 12
7 9
10 10
23 23
9 8
17 17
21 22
4 4
1 1
3 3
12 11
20 21
14 14
9 10
1313
7 8
78 1
2 9
0 29
20 1212
15 14
11 10
14 12
21 22
14 14
16 16
13 12
19 21
17 23
18 17
8 13
21 20
2 2
3 2
9 15
9 10
5 5
12 10
13 12
1110
17 18
5 4
8 7
7 8
10 10
11 10
12 13
18 20
13 13
20 21
31 25
21 22
17 16
31 25
1917
1310
16 17
10 11
11 12
13 14
13 13 20
21 1
7 1
13 15
8 7
28 26
89 9
10 14
16 19
18 24
27 1918
17 15
19 15
15 11
15 16
20 19
18 18
21 21
22 19
14 14
24 23
11 10
21 21
19 19
8 7
14 15
18 18
9 10
12 11
17 17
88 13
13 20
19 19
20 24
24 2023
16 13
14 15
15 18
1516
7 8
12 12
15 13
5 4
18 16
10 11
12 15
26 24
21 20
16 16
16 15
16 13
14 15
17 18
10 10
18 19
20 21
20 22
21 20
16 17
18 18
16 17
28 33
14 14
7 7
16 15
17 17
15 13
20 17
26 28
17 16
26 24
8 9
15 15
14 11
31 29
1616
12 11
15 16
13 13
14 15
10 9
11 10
13 16
18 16
18 19
19 18
9 13
12 14
24 23
8 8
26 28
12 12
15 14
1011
14 16
24 23
24 24
11 11
19 18
18 17
15 14
19 18
12 11
22 21
1415
14 15
66 8
8 14
15 20
22 17
15 21
20 15
16 22
22 15
14 2
1 27
26 18
18 16
15 33
30 18
17 19
20 1213
21 20
18 18
12 10
18 20
21 16
98 27
27 9
10 14
15 20
21 8
7 12
13 18
18 18
20 1617
15 16
16 16
32 29
14 14
18 19
8 18
19 12
13 18
19 14
15 1010
27 29
1817
8 13
11 11
16 14
17 17
2018
28 16
13 15
17 16 18
18 15
17 18
18 19
19 16
18 17
14 22
24 24
20 23
20 20
20 12
12 14
14 16
15 8
7 18
19 17
22 2028
9 9
22 18
18 20
18 15
1010
32 29
26 25
31 34
18 16
15 16
18 17
1711
20 21
12 12
25 26
13 18
13 15
23 23
34 35
11 11
23 22
21 21
22 22
8 18
24 25
23 24
15 16
12 14
6 7
1618
21 18
17 11
23 22
12 10
12 12
12 12
11 11
26 24
6 7
19 19
18 18
18 18
9 9
18 18
14 17
15 17
18 19 18
18 21
22 1818
14 17
7 8
10 10
21 22
25 25
18 19
18 18
9 9
9 12
12 20
19 15
20 20
19 12
12 6
4 20
20 9
8 1616
17 13
15 13
21 22
13 16
9 9
24 25
24 24
20 23
14 13
2 1
4 4
14 5
21 21
21 22
27 25
16 20
1416
18 20
19 26
77 13
13 13
14 1719
22 23
1815
21 21
1518
12 13
11 10
21 19
29 29
23 20
8 22
16 8
7 10
15 17
18 30
23 14
18 1211
2222
31 31
27 35
13 14
1516
17 16
6 4
24 23
23 19
16 18
11 12
20 20
13 13
9 17
12 16
1916
16 12
12 13 18
7 22
21 35
29 99
20 14
17 16
22 25
20 19
1313
14 16
17 23
18 17
21 18
31 29
13 13
1817
5 14
14 15
11 11
11 4
1718
2223
2 3
10 10
33 33
9 8
13 16
13 10
13 13
13 13
21 21
8 10
8 13
36 37
13 12
23 24
24 18
18 17
25 25
27 30
1619
30 27
24 23
6 18
8 10
37 40
9 10
24 25
18 14
13 13
17 18
17 17
10 11
19 15
45 38
19 13
23 21
20 20
18 23
10 12
12 11
11 13
13 13
20 21
26 21
2016
16 17
26 19
22 23
10 10
25 31
15 12
20 19
25 18
15 7
24 25
23 21
1217
3132
20 17
21 15
32 27
2739
20 20
32 38
15 15
14 13
10 11
1619
3 11
2526
30 29
38 22
24 23
20 19
24 27
23 23
28 19 17
19 1514
20 19
25 33
19 18
20 8
24 25
1313
24 23
14 19
28 21
22 30 29
30 14
14 23
25 34
18 1716
14 14
11 11
23 22
1113
21 21
11 10
28 16
23 35
9 15
32 26
21 34
15 23
15 15
34 30
36 28
12 27
23 23
9 15
25 21
1 6
7 17
18 17
14 22
15 21
20 20
8 41
26 30
19 1819
37 24
19 31
27 24
33 33 25
15 2730
25 19
29 14
3418
1 2
7 2
2526
29 30
20 25
23 20
1719
36 40
3826
43 29
20 21
19 23
5 4
5 5
5 5
9 8
2 2
21 20
12 12
16 17
2 5
20 3
6 5
1 1
10 10
5 5
4 5
22 21
2 2
15 16
12 12
7 6
5 5
5 4
58 9
11 7
7 15
16 5
5 2
1 11
9 7
9 10
8 10
10 8
9 7
7 2
5 4
4 5
5 12
16 14
13 5
6 11
11 4
5 5
5 7
7 10
10 4
6 1
1 12
12 10
10 8
6 11
11 2
7 17
16 10
10 1
9 0
7 8
10 11
15 14
9 7
99 11
10 7
7 5
4 13
9 12
10 4
4 11
9 9
11 11
10 17
17 9
9 12
11 8
10 5
4 11
9 79
13 14
18 15
7 7
7 7
9 11
5 5
6 7
7 5
13 15
11 12
13 11
5 5
9 8
6 7
3 3
7 7
13 13
13 11
17 19
7 10
1 3
7 9
8 7
21 19 15
15 10
10 8
8 7
9 12
16 11
11 19
17 16
8 8
11 11
4 4
8 11
14 10
5 4
10 10
18 17
6 6
1616
5 6
5 5
11 10
1010
6 6
5 6
5 6
99 14
14 10
11 11
10 11
11 7
6 21
22 11
9 6
6 11
11 9
8 4
3 1218
3 3
77 8
7 8
7 6
7 6
8 14
12 7
6 9
9 3
3 3
3 8
7 1
9 0
0 0
1 1
0 0
6 7
8 11
6 5
9 9
8 8
10 11
6 6
9 10
11 13
11 15
77 5
5 14
13 10
11 5
5 7
8 11
11 54
11 10
9 9
10 8
2 2
8 8
10 11
12 9
7 6
11 12
18 18
11 8
11 12
6 6
15 11
9 10
12 12
5 5
13 14
8 10
6 7
10 13
15 16
9 9
11 10
9 10
8 8
7 6
6 7
8 8
5 5
33 8
8 12
12 2
2 7
7 7
3 34
9 9
12 12
13 14
12 13
2 2
1 9
3 7
7 11
10 8
8 7
7 11
11 6
7 12
9 1010
44 8
7 8
7 15
14 9
9 12
12 7
6 1110
1010
11 11
1010
77 5
5 8
8 5
11 7
6 3
4 12
14 11
10 6
7 5
5 17
15 14
5 6
9 10
3 3
7 7
4 4
11 11
8 8
9 8
18 12
8 8
8 9
14 16
11 11
12 11
10 9
12 11
9 10
6 7
6 6
8 8
5 4
11 15
99 6
7 12
13 9
8 4
5 17
18 6
6 15
15 66
10 9
9 9
14 14
17 8
9 13
12 9
10 4
4 7
6 11
11 7
9 1
1 3
3 14
15 6
7 8
9 44
15 11
16 17
36 17
16 8
8 8
8 8
7 9
9 1211
9 8
17 17
15 13
9 9
99 11
10 5
5 8
7 9
9 7
7 77
19 19
6 9
13 11
1615
6 5
20 17
77 8
8 17
16 6
6 55
7 7
13 15
10 9
88 12
11 4
5 8
8 8
8 981012
8 9
11 11
8 8
13 13
11 13
9 9
10 10
3 2
10 11
6 6
7 9
1310
7 7
10 8
10 9
65 7
7 1221
13 11
10 11
9 9
8 10
13 13
11 13
10 7
5 8
2 3
18 16
9 11
12 13
9 8
11 11
9 7
99 7
7 9
7 9
10 12
13 1111
85 1
8 5
5 10
78 9
11 16
7 12
12 9
10 10
16 16
17 13
13 2
5 7
9 7
23 5
11 11
9 8
9 10
5 5
11 11
12 13
14 14
7 7
12 11
11 10
16 12
7 6
8 7
15 16
12 13
11 9
7 8
12 12
10 10
11 13
10 10
6 5
7 9
17 12
11 13
10 10
16 10
14 18
77 1
9 0
4 6
8 4
4 5
1011
14 14
9 7
44 15
15 3
3 4
4 9
14 12
11 12
10 8
8 44
8 8
2 3
5 11
7 8
3 4
7 10
17 18
14 14
4 5
9 8
14 14
9 9
5 4
5 3
5 5
11 11
9 2
8 7
17 13
7 6
23 14
9 6
10 16
10 11
10 11
4 6
14 12
17 16
10 13
13 15
15 8
7 1010
9 13
12 16
12 12
8 7
17 13
15 11
16 18
16 29
10 8
10 10
10 17
1111
8 8
18 13
8 9
10 5
6 14
13 5
6 5
6 4
6 12
13 1111
18 20
12 5
5 13
5 5
1 1
5 4
14 13
1 1
7 7
3 3
8 7
10 10
5 7
2 1
8 9
13 13
5 7
7 7
5 7
10 11
4 5
7 5
7 7
5 5
7 5
5 5
10 12
1 1
4 4
7 7
3 3
3 3
4 4
1010
6 7
4 3
3 3
8 11
1 1
2 3
5 5
8 7
9 9
3 4
8 7
2 1
3 3
8 8
65 1
1 7
7 17
18 4
4 8
8 1
2 5
8 4
4 4
4 11
11 34
4 4
8 8
7 6
5 4
12 12
3 3
7 7
6 5
67 4
3 5
4 6
7 5
5 12
11 8
7 5
5 9
9 4
4 4
4 4
5 3
3 2
3 8
8 3
2 11
10 4
4 1
2 9
8 4
3 4
4 9
7 4
4 10
9 4
5 7
6 12
12 8
8 15
16 57
9 9
11 10
3 3
6 6
6 6
2 2
76 11
12 10
10 9
9 5
4 9
9 11
12 6
8 77
11 10
3 2
5 5
6 7
8 9
5 6
8 6
8 8
66 10
8 5
8 6
10 6
9 1214
12 11
9 11
1 5
5 4
4 55
4 4
2 2
56 2
2 6
6 4
4 4
4 7
7 2
2 1
1 3
3 5
4 3
3 5
4 44
2 3
5 5
4 4
2 2
5 5
6 5
2 2
3 3
4 5
3 3
4 4
4 4
4 4
3 3
2 2
96 3
3 44
4 3
3 5
78 6
8 33
6 6
5 7
1 1
6 9
44 65
7 10
3 4
0 0
6 5
2 2
4 3
3 3
3 4
2 2
3 3
2 3
4 3
3 1
2 1
1 6
5 3
2 2
2 4
3 6
6 4
3 3
4 2
2 2
2 4
8 3
3 2
2 5
5 4
4 3
3 5
5 3
7 2
2 4
4 2
1 5
5 4
3 22
5 4
4 4
4 5
33 3
3 3
2 2
2 1
1 3
4 4
4 5
5 1
1 2
3 5
5 33
6 6
78 3
2 7
7 4
4 7
7 2
2 6
7 6
5 2
2 1
1 4
4 1
1 1
1 2
2 3
3 3
3 5
6 3
4 5
5 1
0 6
5 3
4 3
3 6
6 5
5 2
2 8
6 5
4 2
3 6
6 2
2 4
4 5
5 3
4 4
4 4
4 2
3 6
5 2
3 2
1 3
3 25
5 5
0 0
4 3
1 2
6 6
3 4 34
3 3
8 8
6 5
3 3
4 4
23 3
3 7
7 3
4 8
8 4
4 6
6 4
5 2
2 0
0 8
8 4
4 4
4 4
4 44
24 24
23 24
28 26
30 31
24 25
28 27
17 17
20 31
33 35
35 29
31 22
23 26
25 33
31 31
32 32
30 23
22 37
34 20
19 19
33 36
24 23 28
29 33
32 23
24 19
19 28
26 31
30 29
30 23
27 41
36 40
31 25
27 26
28 31
23 32
27 3
2 1
7 2
2 4
3 46
31 2
3 1
2 26
28 24
24 38
23 2
3 4
3 27
31 31
45 34
32 5
25 1314
11 10
7 8
7 7
11 6
12 14
8 9
10 21
12 12
14 8
7 10
11 41
32 7
6 4
4 2
2 4
4 1
1 10
10 1
2 2
2 2
2 2
2 1
1 12
12 4
4 1
1 3
3 11
9 7
9 10
4 3
3 4
4 11
9 10
23 1
3 13
18 4
3 2014
20 8
17 24
7 20
16 0
0 10
7 6
6 7
8 11
9 0
1 8
3 8
6 11
12 8
19 3
3 3
4 3
4 4
4 3
4 3
4 4
4 4
4 4
5 6
6 4
5 4
5 6
6 0
0 2
2 2
2 3
2 3
3 1
1 0
0 3
3 2
2 0
0 2
2 2
5 3
3 2
2 00
1 1
5 3
23 43
3 3
22 1
1 5
5 2
2 1
2 5
5 22
1 1
3 3
2 2
2 2
8 8
3 3
1 2
44 2
2 4
4 7
5 3
3 2
2 4
6 0
0 2
3 4
5 4
2 2
1 1
2 2
3 4
2 4
2 3
3 1
3 3
3 8
8 2
2 45
12 3
44 6
6 3
4 4
2 0
0 65
4 5
5 4
5 4
5 1
3 7 2
3 23
24 8
9 2
2 12
2 3
10 3
3 3
5 48
25 27
41 27
32 27
7 46
38 32
61 8
5 6
21 30
14 7
9 10
15 9
1 33
27 3
17 32
43 35
3 18
20 2
16 29
46 13
9 13
11 13
9 7
12 25
9 22
2 14
6 3
13 34
5 9
3 14
11 31
13 10
8 5
17 5
13 1
5 8
13 6
16 17
60 12
24 18
10 0
15 13
9 15
15 3
5 37 6
17 51
14 10
11 7
3 14
3 9
5 5
14 11
8 10
16 12
9 5
15 9
7 7
9 2
10 12
14 12
8 5
15 24
26 9
6 15
5 11
18 9
5 17
12 18
6 8
12 6
25 13
12 12
12 12
9 16
11 14
11 16
49 0
7 12
8 34
3 40
18 7
4 20
22 12
6 13
6 27
7 6
4 13
11 7
12 9
7 7
0 11
8 12
8 7
7 12
9 7
4 9
9 51
10 2
6 1
11 11
13 7
5 11
60 17
16 9
10 6
7 17
9 38
10 17
23 10
14 0
0 0
11 11
13 1
6 7
29 16
9 0
6 13
12 9
17 38
42 13
5 8
48 11
48 11
10 9
7 12
7 1
23 5
12 38
9 14
14 10
7 12
7 14
1 6
4 10
40 7
11 24
11 27
4 12
6 15
25 32
5 16 16
3 7
9 9
6 2
7 18
48 5
0 Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-221
Attachment 8
1258
OCTAM 5.0 - Year 2016 AM Peak Period Forecasts
Volumes in Thousands
Raw Volumes - Not For Distribution

22.6 32.5

22.0 26.4

24.3 23.2

41.8 32.7

21.7 27.8
32 3.

25.3 22.9

24.8 34.8

26.8 22.8

35.3 38.6

30.3 20.2

23.7 31.6

23.8 31.9

25.0 32.8

35.1 34.3

28.1 23.0

21.3 30.7

28.0 25.1

19.1 32.8

25.5 15.6

37.7 18.1

35.9 36.2

27.9 31.5

35.4 23.7

17.7 16.7

22.4 33.5

25.2 26.9

12.2 27.7
30 3.

20.4 32.7

41.9 31 1.

25.3 25.5

32.8 15.6

34.5 32.2

27.7 14.2

15.2 28.1 28.8

22.6 26.6

19.2 22.5

14.2 21.5

35.4 35.0

15.8 33.4

24.4 36.7

18.0 19.8

33.4 18.3

28.5 22.3

14.9 20.8

20.8 27.8

27.4 19.5

23.2 36.5

20.9 30.3

27.7 15.6

20.8 43.8

29.8 15.9

29.1 18.9

33.4 30.7

37.4 38.7

30.7 24.7

15.6 16.2

20.1 38.1

15.9 18.7

35.2 30.4

38.4 22.8

16.3 14.0

25.3 38.5

19.9 21.8

23.2 13.2
30 3.

33.5 17.6

20.4 11.9

27.7 31.1

20.4 33.8

20.1 20.2

33.9 34.3

18.3 19 8.

20.1 18.7

35.1 16.8

15.4 23.0

35.5 16.1

26.7 33.5

26.2 33.1

41.2 23.7

16.4 19.0

35.5 21.2

21.9 28.4

13.4 23.2

31.6 13.4

12.1 37.0

23.7 17.7

16.7 35.7

30.3 28.0

20.1 34.7

26.4 15.5

26.5 15.0

17.6 27.7

22.3 28.8

20.1 27.6

33.9 33.4

16.3 18.3

29.1 26.2

21.1 31.4

12.116.4

3.8 5.2

6.0 1.4

1.3 4.7

4.8 2.6

3.9 1.6

6.1 1.2

8.6 3.1

1.3 3.9

2.5 7.2

5.5 6.0
2 9.
0 5.
0 6
.7
.7

3.4 4.9

2.6 8.4

5.7 3.0

4.7 1.3

5.72.5 0.4

5.2 3.71.9
2 8.
.4
3 8
2 .4
.8

5.82.0 5.8

2.3 6.2

2.7 3.7

4.6 2.7

7.7 5.8

2.8 3.0

5.6 5.6

1.6 7.9

2.7 7.7

2.2 6.0

2.4 3 7.
1 7.
2 9.
7 3.

3.7 7.6

3.7 3.8

4.6 2.0

0.6 2.5

3.5 2.2

1.6 6.0

4.61.9 4.0

6.0 2.4

0.6 1.1

3.5 2.0

3.2 0.6

5.6 3.7

2.6 5.7

2.5 3.5

7.4 3.4

5.2 3.1

8.7 9.3

3.5 2.2

9.4 3
4 .6
.9

11.1 2.5

3.36.1 6.11.2
5 5
.9
.0

4.3 3.4
2 0.
4 1.

6.6 1.7

5.9 1.4 5.0

5.3 1 3.
3 4.

3.9 5.9

1.9 1.7

7.6 4.3

4.21.3 4.0

1.8 2.1

5.5 4.5

5.9 6 1.
5 4.

10.2 1.6

8.0 1.8

7.2 1.3

6.1 0.9

2.3 6.5

6.3 4.4
4 4.
5 9.
6 9.
4 7.

5.4 7.1

2.6 5.2

3.8 8.1

5.7 1.6

5.7 5.3

2.6 8.3

5.2 0.4
3 7.
5 0.
3 6
.5
.6

1.2 4.4
2 5.
4 3.

7.5 2.4

2.23.4 2.4

5.8 8.4

2.5 3 6.
5 4. 6.4

6.4 7.82.6

3.8 2.5

6.6 2.5
6 3.
2 3.

5.33.4 2.8

2.0 4.8

3.0 1 6.
5 1.

0.8 2.1

4.2 6.3

6.2 1.1

1.7 6.6
6 2.
5 3.

7.6 3.6

5.2 3.9

3.8 3.5
5 2.
2 4.
2 4.
4 2.
3 9.
6 0.

4.2 2.5

6.7 2.0

3.1 5.9

3.4 6.0

2.9 8.2

6.7 2.8

5.8 4.0

5.1 3.1

4.7 9.2

3.3 4.8

3.0 0.3

5.9 3.3
8 5.
1 7.

4.4 2.2

4.7 2.1
8 0.
4 1.

7.5 2.5
2 8
.9
.4

3.7 1.3

3.3 5.1

6.2 1.0

3.1 8.9

2.57.1 6.7

1.9 2.3

4.9 5 7.
2 2.

1.2 7.8

2.5 3.4

1.8 4.5
5 3.
1 9.
5 3.
2 8.

6.2 4.2

8.8 1.8

2.7 3.7

1.3 4.7
7 4.
5 7.

3.2 2.1

9.6 3.5
3 8.
1 7.

6.2 2.5

4.51.8 4.8

3.0 4 9.
7 0.

7.3 5.0

5.8 1.7

5.2 6.5

4.7 4.8

6.3 1.5

6.2 3.5

5.9 1.2

3.2 8.6

2.26.0 1.5

6.1 1.91.6

2.1 3.1

2.3 6.2

4.3 6.5

3.1 5.0

6.6 4.3
2 7.
7 4.
7 5.
3 3.

7.8 0.9

0.6 0.3

12.2 2.1

5.6 4.5

5.1 3.5

9.2 5.7

2.7 6.8
5 4.
5 1.

2.05.7 8.9

2.0 4.1

3.2 3.6

3.9 3.7

5.8 4.3

5.2 2.13.5

6.6 7.4

3.2 5.2

1.7 3.8
2 2.
7 8.
0 3
.4
.3

5.0 2.8

6.5 3.2

2.7 8.2

2.57.5 5.0

3.5 1.1

5.7 7 3.
5 7.

1.7 5.6

3.0 5.2

2.5 4 5.
3 2.

6.4 1.8

9.0 1.8

1.4 6.4

4.02.2 3 9.
9 3.

7.43.1 0.5

5.5 2.5

4.5 4.4

2.5 5.4

4.2 7.73.0

7.9 2.4

3.9 5.9

3.1 5.1 5.4

2.7 2.5

5.8 5.9

4.3 2 4.
6 7.

6.4 4.8

6.7 2.0

5.3 7.1

7.0 3.8 4.9

6.1 7.6

3.6 2.9

5.3 2.0

7.2 3.5

5.5 2.0

3.2 6.2

4.2 4.4

6.5 2.47.6

1.9 4.5

2.5 7.3

1.6 10.3

2.4 6.4

3.72.6 9.6

5.0 7.2

6.2 8.5

6.9 5.5

4.3 4.7

3.3 4.0

6.2 6.60.9

6.9 6.1

1.8 6.6

6.3 5.1

0.8 7.0

3.9 5.9
7 6.
4 2.

10.0 6.2

1.9 5.6

5.1 6.7

5.7 5.3

6.5 5.2

4.3 0.8

7.6 3.4

7.1 3.6

4.8 4.1

4.4 2.5

1.9 1.5

2.28.0 5.0

4.3 3.3

2.8 6.3

5.2 5.8

1.3 5.2

1.7 2.7

3.4 1.3

5.7 7.4

4.2 2.0

2.6 4.5

6.2 4.3

5.2 4.5

5.9 1.1

5.5 5.8

4.4 2.8

5.1 6 1.
1 8.

4.8 5.4 4 6.
4 9.

4.9 6.1

3.06.8 2.6

3.8 2.0

3.2 6.1

1.2 6.5

2.3 5.4

5.6 5.6

3.6 3.1

7.7 2.2

4.2 1.7

2.5 3.2

6.5 3.3

2.8 6.1

6.3 4.3

1.7 6.3

1.9 1.6

4.5 6.8

1.6 3.3

6.13.6 6.9

2.3 5.9

3.9 8.2

3.2 1.4

7.0 2.8

1.8 5.9

5.3 11.1

2.1 6.0

4.2 7.3

2.1 6.5

3.0 2.6

2.3 5.1

6.6 4.7

6.5 7.6

6.0 3.9

6.6 5.74.0

2.7 6.3

4.3 4.9

2.32.0 2.0

5.8 6.8

1.8 4.85.6

7.7 4.3

3.45.2 6.2

5.1 4.83.3

5.8 1.5

3.7 3.0

6.7 4.5

7.9 6.8

6.5 3.3

4.0 3.8

4.3 1.8

3.0 3.8

2.2 4.9

5.1 9.4

1.9 1.8

7.2 3.01.8

5.85.3 7.9

5.3 3.2

9.4 7.1

1.9 6.52.6

4.1 5.5

0.9 2.3

9.1 3.9

7.4 2.7

6.5 4.0

2.6 4.3

7.3 3.9

6.4 1.7

1.8 5.8

4.1 4.0

6.33.9 3.6

2.4 5.6

2.1 4.4

3.2 7.9

3.1 8.8

5.1 4.21.7

4.2 4.0
4 7
.0
.1

1.7 10.4
5 4
.8
.4

6.51.9 5.0

2.0 4.8

5.3 5.1

3.4 9.4

1.7 10.3

3.9 2.8

5.5 4.12.8

1.7 5.8

2.5 6.3

0.9 1.8

4.9 1.4

4.46.4 4.75.6

0.6 1.3

3.0 3.5

7.8 6.5

1.3 3.7

2.6 3.0

1.7 4.2

5.2 3.4

6.9 2.1

6.0 5.4

4.21.2 2.7

3.2 4
1 .9

1.6 4.6

3.0 3.7

9.0 6.3

4.3 5.1

4.9 6 9.
6 5.

7.7 4.9

5.23.8 4.3

7.8 5.4

6.9 1.3

2.5 1.90.8

12.0 3.1

0.6 5.8

6.6 6.5

6.6 2.3

3.3 4.6

2.7 5.1

4.0 4.1

3.6 2.8

4.1 4.4
9 8.
8 1.

4.4 4.4

4.9 5.6

2.4 8.6

4.5 4.8

1.3 5.8

5.0 2.6

3.3 4.1

4.9 1.5

3.3 6.7
8 3.
3 8.

6.63.9 7.1

4.0 4.9

4.3 7
6 .7
.1

2.9 2.7

3.2 10.6

5.0 3.4
5 4
.8
.4
5 5.
4 5.

2.8 2.8

5.2 6.4

3.0 6.7

0.86.7 6.17.4

3.4 5.8

5.4 4.4

7.9 5.7

4.9 10.2

5.6 5.2

3.0 10.0

2.6 6.0

2.8 5.2

4.1 2.2

3.96.3 0.4

2.7 5.15.5

5.3 6.5
8 8.
5 1.

5.0 6.8

3.5 5.2
5 0.
7 2.

5.3 6.0

5.7 8.3 4.8

2.6 2.16.8

3.9 4.9

5.1 8.0

4.7 5.7

5.2 2.7

4.8 5.5

5.72.5 5.4

6.9 4.3

2.9 3.4

6.7 6.0

6.2 6.9

8.0 5.8

2.6 6.2

2.9 8.4

4.6 5.64.1

7.3 1.9

4.9 1.9

6.6 5.0

1.46.1 5.7

5.3 1.1

6.0 3.4

5.6 2.9

10.0 2.7

4.4 3.0

8.9 4 9.
6 6.

4.9 6.0 5.1

3.6 8.4

6.2 8.8

6.0 2.4

5.8 5.3

6.0 2.7

4.4 7.6

2.3 2.7

1.1 5.1

4.0 5.8

2.9 5.4

2.7 4.0

5.5 5.2

2.7 9.5

5.1 4.3

6.4 4.64.0

12.0 1.4

5.5 6.5

3.2 7.8

7.8 6.0 5 4.
3 9.

4.99.1 7.6

2.2 6 8.
3 9.

10.0 3.7
6 6
.3
.3

5.17.1 6.9

8.0 5.2

5.3 5.7

3.9 4.44.2

8.8 8.6

7.07.1 9.5

5.1 4.2

5.5 2.4

6.5 0.9

2.4 0.6

3.1 0.3

2.9 1 3.
3 2.
0 2.
1 5.
3 4.
5 4.
4 0.
2 3.
3 7.
4 4.

1.0 1.1

2.2 2.2

1.5 2.9

0.1 0.8

1.4 4.5

3.9 0.6

0.9 1.7
5 2.
4 9.

0.1 1.3

4.6 2.2

2.6 4.3
2 4.
2 2.

0.8 2.8

0.4 2.8

2.01.3 3.5

1.1 3.1

1.1 2 3.
5 2.

2.1 1.2

0.2 0.6

4.8 1.9

3.0 1.5

3.3 1.5
1 0.
4 0.

2.2 1.4

0.4 3.7

1.5 1.1

0.9 1.8
3 0.
0 7.

5.2 1.9 2 0.
4 3.

2.6 0.7

1.5 4.3

2.8 0.5

0.4 2.5

1.6 1.9

2.9 3.8

1.0 1.4

0.2 0.3
3 2.
3 3.

1.1 3.5 2.5

0.9 1.9

4.0 1.6

0.8 3.5

4.0 0.8

4.4 2 4.
2 2.

1.7 2.6
3 3.
3 5.
5 2.
2 2.

3.4 1.2

2.71.2 4 4.
1 4.

2.8 2.0

1.9 1.1

1.9 4.0

5.2 1.6
2 3.
0 5.

3.4 2.2

3.5 1.1
1 1.
4 5.

4.8 2.4

1.9 4.0

1.8 4.6

3.3 1.9

0.3 3.1

2.81.4 3.01.5
5 3.
2 6.

7.0 1.8

0.9 2.2

3.4 1.1

1.8 2.8

1.1 1.7
1 9.
2 3.

2.3 1.8
4 1.
4 0.
3 5.
2 7.
3 5.
2 7.

1.7 1.2

4.4 1.2

2.4 1.0

0.3 1.8

0.9 2.0

2.6 4.4

2.1 4.3

3.6 4.7

2.9 2.7

0.7 0.3
2 9.
2 3.
2 2.
3 2.
5 5.
4 0. 3 6.
4 1.

1.0 4.7

1.4 3.2
2 3.
3 0.
2 3.
5 0.

4.1 1.1

2.4 2.1

5.3 2 1.
3 4.

0.9 4.6

2.1 0.4

2.3 2.4

3.3 1.4

1.9 0.9
1 7.
4 4.
3 6.
4 6.
1 5.
1 8.

3.43.5 2 2.
1 3.

2.3 0.4

4.2 2.4

4.12.3 2.3

1.2 1.4

2.0 0.9

1.8 3.31.0
4 8.
1 7.
2 8.
2 8.

2.1 3.2
3 0.
3 0.

1.8 2.1
5 4.
3 8.

2.8 3.9

0.8 1.9
2 7.
3 1.
2 0.
3 9.

1.1 0.5

1.64.7 2.2

0.3 0.92.5

3.2 1.9

2.1 2.1
1 6.
2 3.

2.6 1.3

3.0 4.1

1.5 2.6
2 1.
2 2.

0.2 2.0

0.0 2.4
3 2.
2 0.
2 7.
3 0.

0.1 0.0
1 5
.6
.0
1 7.
3 3.

4.1 1.1
3 7.
0 2.

4.7 0.6

1.5 2.5

4.4 1.0

1.9 1.0

4.0 1.3

3.1 3.2

4.6 1.8

1.33.1 1.7

1.2 4.4

2.6 1.9

1.1 1.5

1.7 2.9

2.0 3.4

2.9 1.80.7
2 4.
2 4.

1.1 4.3
5 3.
0 7.

1.5 0.2
2 9.
2 4.
2 2.
3 5.

1.0 4.4
2 1.
2 3.
3 9.
2 7.
4 0.
4 2.

1.7 3.5

1.7 2.6
1 6.
1 7.
4 4.
2 7.

3.1 1.1

3.7 2.9

1.2 1.8

4.4 1.7

3.4 1.7

1.9 2.1
2 2.
4 2.

3.6 3.7
3 0.
2 1.
3 5.
2 5.

3.11.1 0 9.
3 5. 3 1.
0 6.
2 5.
2 0. 2 3.
3 1.

1.5 1.4

0.50.9 2 4.
2 8.

2.9 3.8
1 5.
0 2.

1.4 2.2
2 5.
0 6.

1.91.1 2.2

2.7 5.1

1.0 1 9.
5 4.
2 5.
3 1.

1.1 0.2
4 2.

1.7 3.6

1.0 2.4

1.6 2 2.
2 9.

3.4 1.3

3.2 3.3

3.9 0.5

1.3 4.2

4.02.1 0.51.9

2.0 2.3

1.9 1.4

3.6 3.5

2.8 2.1

2.1 4.2

1.1 2.4

4.32.2 2.92.5

3.5 2.1

1.83.6 3.02.0

2.2 0.7

2.3 2.8

0.71.6 3.6

0.6 0.5

1.1 3.8

3.1 2 4.
2 8.

2.7 1.5

2.5 1.2

4.2 2.3

3.4 2.5

0.8 3 7.
1 0.

0.2 2.2
2 9.
2 0.
2 0.
1 1.

3.4 2.1

1.7 2.8

3.1 2.2

4.5 1.7
3 6.
2 2.
1 6.
2 9.

5.8 3.9
2 7.
2 9.
2 8.
3 2.
2 9.
2 9.
4 4.
2 3.

3.9 2.8
1 7.
2 4.

1.1 2.6
1 9.
3 5.

1.6 0.6

1.4 3.7

1.13.3 2 3.
1 5.
4 8.
2 2.

2.3 2.7

1.0 1.9
4 4.
3 7.

1.1 1.5

3.1 3.2

0.62.4 2.8

1.7 2.5

3.3 3 4.
3 6.

4.7 2.7

2.3 3.7

3.2 3.71.8

0.4 2.2

2.8 1.1

2.2 4.4

1.2 3.6

3.1 4.0

2.6 3.8

1.4 1.5
3 2.
2 4.

1.60.7 4.9

2.5 4.4

4.0 0.91.1
3 7.
4 0.

3.2 2.5

2.4 2.5

1.7 2.8

2.9 2.7

6.12.3 2
3 .0
.2

5.9 2.6

4.3 2.4

4.5 0.4

4.01.0 3.6

2.3 2.2

0.7 0.6

4.2 1.2

3.8 1.8

2.1 1.52.5

3.9 4.3

1.6 1.2

3.3 2.4

5.21.6 0
3 .7
.0

7.1 2.3

2.01.6 3.5

1.5 1 9.
5 5.
0 8.
1 9.

2.01.1 1.2

3.7 2.4

4.3 2.1

2.9 2.22.4

2.5 4.4

2.9 0.6

0.9 4.0

2.0 2.1

1.73.0 1.83.1
2 3.
2 8.

2.3 4.2

3.1 1.2

4.5 2.1

2.4 4.1
2 1.
2 2.

2.7 1.2

0.7 0.5

2.2 3.8
0 7.
2 7.

1.2 4.1

3.02.2 3.7

0.4 4 4.
0 4.

3.0 3.9

2.01.4 1 4.
1 1.

1.64.7 1 3.
4 6.

4.0 3.5

1.3 2.9

4.21.4 4 0.
3 8.

2.4 3.3

2.1 2.6
0 8.
0 8.
1 1.

0.7 4 2.
4 6.

1.4 4.2

2.8 3.1

3.0 2.1

1.3 4.4

1.4 3.9

2.53.2 3.3

2.9 2.9

2.4 2.2

2.3 4.4

2.2 3.02.5

1.62.3 4
1 .9
.7

1.8 2.0

2.82.0 3.2

2.3 2.33.6

2.1 4.7

3.3 1.2

2.2 4.2

6.0 4.5

3.5 3.5

0.5 0.8

1.5 3.0

2.44.3 2.3

3.7 2.7

4.3 1.4

3.0 2.3

2.4 0.5
2 3.
3 6.

4.4 2.2

3.7 3.3

1.2 2.8

3.9 1.6

3.8 2.2

1.8 5.2

2.0 0.5

1.0 3.2
4 5.
2 7.

1.9 5.9

5.7 0.9

1.6 2.0

3.4 2.2

2.0 4.7
2 6.
3 5.

3.1 3.2

2.2 1.2

3.1 1.4
4 3.
2 5.
3 7.
3 3.

2.7 3.7

4.2 2.2
4 4.
3 8.

2.02.2 3 3.
2 9.
1 7.
1 1.

2.8 0.9

1.3 1.2

2.14.3 3.5

3.5 4.1

1.2 0.51.0
1 8.
5 0.

1.7 0.3

0.5 1.1

3.3 2.3

1.6 4.6

1.7 3.2

1.8 2.6

1.00.6 2.0

2.3 0 8.
0 7.

0.92.9 2.4

2.0 1.1
1 1.

2.5 2.1

4.2 4.9
2 8.
5 3.

2.6 0.6

3.2 2.4

3.2 3.2

1.2 3.8

2.4 1.1

0.5 2.5
2 9.
1 0.

3.0 2.3

1.7 1.3
1 9.
3 0.

3.7 4 3.

2.5 2.0

4.9 3.1

1.5 2.3

2.5 3.9
2 5.
3 3.

2.2 3.8

2.9 0.5

3.5 3.0

4.5 6.0

4.2 1.9

2.0 5.1

1.8 2.3

2.0 2.72.3
3 9.
1 3.

3.9 2.8

2.3 3.8
2 2.
2 7.

4.4 3.3

2.1 4.4
4 0.
4 6.

2.2 7.6

1.2 3.3

1.4 4.1

1.9 5.4

2.33.6 2.7

2.4 4 5.
3 0.

2.3 3.3

1.3 1 3.
2 3.
3 8.
4 0.
1 1.
2 7.

2.1 1.4

2.0 2.0

3.7 3.3

2.34.3 2 7.
7 0.

3.71.7 1 7.
3 3.

0.3 3.2

0.5 0.1

1.7 0.6
2 3.
4 1.
0 7.
0 1.
0 7.
3 3.
1 5.
0 7.

1.9 2.9
3 0.
2 3.
0 8.
2 1.

0.9 0.1

1.0 3.7
3 9.
2 8.

2.9 1.5
2 5.
2 1.

2.3 0.6
2 5.
1 3.

0.5 2.3

1.7 2.2
2 7.
1 7.

2.0 1.9

1.2 2.0
0 9.
1 9.

3.3 3.6

0.1 0.3
0 5.
2 4.

2.9 2.0

0.6 0.6

0.5 0.9

1.5 0.9

2.72.0 0.9

2.4 1.3

0.9 1.5

0.5 1.9

2.9 0.8

0.3 0 5.
1 3.

2.7 0.9

3.7 0.7
1 4.
3 3.
0 9.
1 7.
2 2.
2 2.

0.8 0.8
0 6.
1 5.

3.6 1.2

1.12.7 0.2

0.1 2
1 4.

6. 4 3.
3 8.

1.7 0.9
2 2.
2 6.

0.8 0.8
0 4.
2 2.

1.0 1.6

0.9 1.9
3 6.
2 4.

1.10.7 2.1

0.5 1 7.
2 5.

3.2 0.8

1.9 1.2
2 1.
4 0.
0 9.
0 9.

2.6 2.0

1.8 1.4

2.21.8 0.9

0.6 1.5

1.1 3.3

1.2 1.4

2.0 2.0

3.2 3.0

1.2 1 7.
1 4.

1.8 3.4

1.9 0.7

0.7 1.7

1.5 0.9

0.4 1.2
1 3.
0 8.

2.8 2.0

1.0 1.2
2 9.
3 1.

1.8 0.6

0.2 0.5

3.0 2.3
1 7.
0 5.
1 9.
1 0.

1.3 2.5

1.9 1.1

3.3 2.4
0 9.
1 9.

2.5 1.1

3.4 3.8

2.2 2.4
3 5.
3 4.

1.91.1 3 2.
1 5.

3.5 2.8

0.7 0.8

1.0 3.1

1.6 1.7

0.3 0.6

1.11.9 3.2

2.6 3.0

1.8 2.4

2.6 2.1

0.7 2.2

3.0 3.7

3.2 1.9

2.4 1.62.5

3.0 3.5

0.8 0.5

1.2 1.9

2.0 2.0
1 7.

3.1 1.9

1.1 0.8

2.3 2.9

2.2 2.11.2

1.6 3.3

0.9 2.3

1.8 1.6 1.13.4

2.72.5 3 0.
3 2.

1.84.2 1.9

3.3 1.5

1.2 0.81.3

2.1 0.3

0.2 1.4

0.62.0 0.7

0.3 1.8

2.0 2.1

0.6 0.6

0.9 1.3

1.9 0.40.6

0.9 0.0

0.6 1.7

0.7 1.6

1.5 0 6.

0.8 1.5

0.51.6 0
1 .6
.0

1.5 1.0

0.7 1.5

0.8 0.3

0.8 1.4

1.7 1.6

0.9 0.2
0 4.
1 7.

1.7 0.8

1.1 0.8

0.6 1.1

1.1 1.0

0.7 1.4

0.8 0.7
0 6.
1 4.

1.92.2 1.1

1.0 1.11.6

1.4 0.6

1.1 0.7

1.52.0 1.9

1.8 0.50.8

1.0 1.7

1.6 1.0

0.9 0.01.9

1.9 1.61.1

1.61.4 2.52.1

1.4 0.8

0.1 0.1

1.6 1.4
0 7.

1.2 0 4.
1 9.

0.4 1.3
0 9.
1 5.

0.6 0.3
0 1
.3
.1

0.7 0.8

1.6 0.4

1.2 0.3

0.6 0.2

0.3 1 9.
1 0.

0.9 1.2

1.2 0.5

0.9 1.1

1.2 1.9
1 1.
0 9.

0.9 1.0

0.9 0.1 0.5

0.5 0.8

1.8 1.0

0.5 0.4

1.0 1 9.
0 6.

0.7 1.0

1.3 0.6

0.8 1.4

1.4 1.2

0.6 1.2
1 9.
0 5.

0.7 0.4

1.8 0.8

1.1 1.2

0.70.4 1.3

1.6 0.5

1.4 0 8.
1 3.

1.50.5 1 7.
0 6.
0 0
.5
.6

0.4 1.0

0.8 0.3

1.0 0.6

1.1 0.9
1 2.

1.6 0.1

0.2 0.9

0.6 1.1

1.4 0.51.5

1.7 1.5

1.21.9 1.0

0.3 1.4

1.6 0 5.
1 7.

1.2 1.5

0.4 0.4

1.5 1.3

0.9 1.9

0.2 0.9

0.3 0.3

1.1 1.1

0.2 0.6

0.3 0.3

0.5 0.9

0.3 1.4

0.4 1.6

1.7 0.9

0.5 1.8
1 8.
0 9.

0.4 0.2

1.9 0.9

0.6 1.3

1.3 0.7
1 0.

1.9 0.7

1.9 0.8

0.6 1.8

1.9 1.6

1.4 0.4

0.9 0.7

1.9 0.4

0.4 1 4.

1.4 0.6

1.8 1 8.

0.5 0.5

1.2 0.7

1.6 0.7

0.9 1.6

1.5 1.2

0.9 0.5

0.5 0.7

1.6 0.71.3

1.1 1.2

0.0 0.5

1.3 1.2

0.1 0.6

1.8 1.2

0.2 1.8 1.50.6

0.5 0.8

1.2 1.9

1.7 1.6

0.3 1.3

0.9 1.3

0.50.7 0.5

1.1 1.1

1.7 1 7.

0.8 1.9

1.8 0.9

1.3 1.2

1.8 1.0

1.2 0.3

0.3 0.0

0.1 1.4

2.6 1.0

1.9 0.9

0.6 1.0

1.8 1.01.2

10.7 2.3

1.8 10.9

6.7 7.8

8.4 8.3

6.7 7.2

2.6 11.6

4.4 4.7

10.1 8.7

7.7 8.6

8.7 7.9

7.3 6 5.
6 0.
7 2.
6 9.
7 7.
8 7.

8.8 7.7
7 4.
8 3.
5 9.
6 5.
7 9.
9 2.

1.6 4 8.
5 3.
9 0.
8 1.

6.6 6.7 7 5.
7 3.
7 6.
9 2.

1.8 10.5
4 9.
4 9.
7 4.
8 5.

8.4 7.7

8.3 8.0
6 8
.3
.3
9 0.
10 1.
10 1.
7 7.
8 2.
7 3.

8.2 7.4
8 8.
5 9.

7.8 8.3
8 8
.4
.3
6 7
.4
.5

9.2 7.7

5.4 9.5

8.4 7.4

1.9 10.5
9 6.
5 9.
6 9
.4
.7

8.3 8.6

7.7 9.2

9.7 7.8

0.2 4.9

1.2 8.2

6.9 0.5

2.2 3.0

2.7 2.8

4.6 0.8

4.3 1.1

3.8 1.3

3.7 3.7
2 5.

2.8 3.4

3.0 2.2

3.7 1.6

8.0 7.9

1.1 2.0

1.1 1.7

0.8 0.8

1.1 1.4
0 1
.1
.0

1.5 3.7

0.7 0.2

1.1 0.1

1.4 0.2

1.2 0.1

0.1 0.4
4 3.
1 8.

0.0 2.2

3.1 4.0

1.3 2.4
1 0.
2 3.

2.8 0.7

1.1 1.0

2.2 0.0

4.5 2.0
2 8.
4 8.

0.5 1.1

3.5 4.6

0.8 2.0

4.23.0 4.21.3

3.7 5.9
1 8.

4.6 4.1

0.0 0.0

2.4 1.7

1.4 1.8

1.7 0.8

2.1 2.0

0.4 0.1

1.6 1.3

1.1 1.6

3.5 1.2

0.84.5 2.1

0.1 0.3

1.4 1.9

0.5 1.6

0.4 1.5

0.9 1.2

1.1 0.2

2.0 2.0

0.7 2.0

0.4 1.2

1.8 0.3

2.4 0.3

2.4 1.2

2.2 0.1

0.0 0.9

0.3 1.2

0.1 1.0

0.1 0.4

1.6 0.2

0.3 0.0

0.0 0.2

1.8 0.3

0.7 0.0

0.0 0.2

0.6 0.7

0.7 0.4

1.2 0.5

0.3 0.00.2

0.7 0.3

0.4 1.3

0.21.2 0.40.9

1.0 0.8

0.70.4 0.3

0.2 1.6

0.9 0.5

0.6 0.2

0.6 1.4

1.0 0.40.8

0.2 0.1
0 0
.8
.9

1.3 0.2 0 3.

1.4 1.7

1.4 0.6

0.8 0.3

0.4 1.30.7

0.9 0.3

0.8 1.5

2.0 0.5

1.5 0.2

1.2 0.2

1.1 1.0

0.4 0.0

0.7 0.9

0.9 1.5

0.90.5 0.2

0.8 0.7

0.5 0.5

0.8 0.4

0.6 1.3

0.2 0.6

1.0 0.5

1.1 1.0

0.5 1.5

1.9 0.2

0.6 0.71.3

0.30.7 0.5

0.71.1 1.5

1.1 0.2

1.8 1.2

0.5 0.1

0.0 1.20.9

2.4 0.2

1.1 1.4

1.4 0.8
0 0
.8
.2

0.9 1.9

0.90.8 1.8

10.9 1.3

2.6 0.4

0.5 4.3

0.4 1.4

5.2 1.1

0.8 1.4

1.3 6.9

4.2 7.1

8.8 6.7
7 3.

8.5 1.4

8.7 7.5

5.1 13.5

1.5 0.2

1.1 4.0

7.3 2.8

1.9 3.1

2.9 3.0

2.3 0.2

7.3 8.6

0.5 0.9

3.6 7.4

7.4 8.0

0.7 3.0

1.9 0.7

3.1 4.5

9.5 2.9

1.4 2.2

1.8 2.6

1.6 1.9

2.1 5.0

2.0 3.7

0.5 2.1

0.9 0.9

2.4 7.0

0.5 1.4

0.3 2.9

1.5 7.6

1.7 1.6

1.8 1.1

2.5 1.0

3.1 0.1

1.4 1.6

2.0 0.9

1.7 2.5

13.4 2.2

5.7 3.2

2.2 0.0

2.6 2.5

1.9 3.2

3.0 0.7

1.3 9.2

0.2 2.5

10.1 2.9

2.3 2.1

1.4 1.1

2.1 1.2

1.6 1.2

0.4 2.7

2.4 1.8

2.8 2.2

3.9 2.2

1.6 4.3

1.8 2.0

0.9 2.3

0.7 1.6

2.5 2.0

1.7 0.8

0.7 2.1

4.1 4.5

2.0 1.2

2.3 0.2

1.1 2.9

1.6 1.2

3.3 2.7

4.7 1.5

1.2 2.6

0.6 3.8

2.1 2.3

1.1 1.9

2.6 2.0

2.3 1.6

3.5 1.9

4.1 10.8

0.0 1.4

2.2 1.6

7.9 0.1

8.7 2.5

0.8 0.6

4.9 5.1

2.4 1.2

2.2 1.2

6.0 1.9

1.2 0.7

2.5 1.7

0.9 2.1

2.0 1.8

1.5 0.0

1.9 1.7

1.9 1.8

0.8 1.4

2.7 2.0

1.6 1.6

1.7 1.9

11.1 2.1

0.0 1.5

0.6 2.6

1.5 2.3

1.2 0.8

2.0 14.9

4.2 2.8

1.1 2.5

1.5 0.9

3.4 2.5

7.5 2.5

3.0 6.2

2.1 2.8

0.0 0.0

0.0 1.4

1.5 2.0

0.2 1.2

1.0 5.3

2.6 1.2

0.0 1.7

2.7 1.9

2.1 4.1

7.5 8.4

2.5 1.4

2.0 9.6

2.3 9.6

1.6 1.6

2.7 1.3

0.5 1.8

0.7 2.8

8.3 3.3

2.4 2.4

2.5 1.4

2.0 1.5

2.2 0.0

1.1 0.5

2.5 8.0

1.4 2.5

4.2 1.7

5.1 0.6

2.7 1.7

1.7 5.8

5.1 0.7

3.6 3.6

0.6 1.7

2.3 2.7

1.3 0.1

1.8 4.4

9.5 0.6

0.0 Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-222
Attachment 8
1259
OCTAM 5.0 - Year 2016 PM Peak Period Forecasts
Volumes in Thousands
Raw Volumes - Not For Distribution

34.1 32.2

40.9 30.1

35.9 28.3

44.9 37.4

30.2 31.9
33 2.

29.9 32.9

41.1 46.4

30.1 35.2

40.1 41.2

35.5 29.2

23.2 45.2

26.8 52.9

29.5 47.7

44.1 37.7

42.9 36.9

34.3 50.7

44.1 27.8

25.8 34.7

39.8 30.7

47.7 22.3

47.3 46.2

46.1 42.7

45.1 39.0

23.4 21.1

32.2 48.0

28.3 28.5

17.2 27.7
31 3.

36.2 45.3

45.3 31 4.

41.8 39.8

44.5 17.6

42.2 42.1

47.0 17.6

28.2 33.4 30.4

43.4 35.4

15.9 32.8

20.2 31.8

48.2 42.5

30.1 37.4

27.4 46.1

24.3 28.0

45.5 27.9

29.1 26.2

19.6 19.2

31.8 34.5

45.6 35.6

25.8 45.5

25.6 41.1

47.0 17.6

37.9 47.7

31.1 19.4

31.8 23.5

40.3 34.7

43.7 41.0

29.8 27.2

17.6 18.9

32.3 47.4

20.7 23.9

43.6 31.0

41.0 38.1

30.8 19.6

41.8 47.3

26.1 38.7

27.0 26.1
30 0.

45.1 25.8

39.8 18.3

36.9 32.4

30.5 41.8

35.7 27.2

42.8 47.7

33.5 39 6.

32.3 32.6

45.5 22.3

22.0 24.9

37.8 19.5

27.2 44.0

27.9 33.1

44.2 27.1

22.9 30.9

49.8 35.4

35.5 28.6

20.3 25.8

34.7 16.3

16.3 53.5

42.9 29.2

18.0 45.1

34.6 35.5

25.1 45.8

30.3 28.4

35.7 17.1

25.8 47.0

31.4 34.1

34.1 32.0

47.3 39.0

23.1 27.9

48.6 26.1

20.2 42.0

17.222.9

5.9 5.6

3.2 7.0

5.3 2.1

3.5 6.3

1.6 5.4

1.7 6.7

5.6 10.7

5.1 1.7

8.4 4.8

7.6 7.0
0 6.
3 2.
7 1
.4
.9

5.7 3.8

10.0 5.3

4.3 6.7

2.1 5.7

4.36.6 5.5

1.1 2.34.6
9 4.
.8
5 6
9 .7
.0

3.06.7 3.7

7.1 3.7

6.0 5.9

3.4 9.6

5.6 4.1

7.6 7.4

5.7 2.9

6.7 4.6

10.0 3.4

10.0 4.7

7.2 1 4.
6 2.
8 9.
5 0.

9.4 6.2

3.3 5.5

3.0 5.6

2.9 1.3

4.2 4.3

6.6 3.3

3.25.8 8.2

6.1 1.2

2.8 4.0

1.8 3.2

3.3 6.1

1.7 3.7

4.1 3.7

6.8 9.5

6.0 6.4

4.8 11.0

5.8 9.1

11.3 11.1

4.3 6
4 .4
.7

7.9 13.3

8.25.0 3.57.3
5 7
.9
.1

3.6 4.9
5 2.
3 1.

3.3 8.1

2.3 6.8 7.0

7.2 5 6.
1 7.

6.7 5.7

2.9 2.8

7.7 10.0

1.75.1 2.5

4.8 6.0

4.0 7.8

5.0 6 7.
9 0.

3.9 12.7

4.1 10.0

4.8 9.3

3.4 7.1

7.7 3.9

6.5 7.6
7 4.
5 9.
6 7.
8 6.

9.2 5.9

6.6 4.0

10.5 6.4

3.0 6.6

7.0 7.5

9.2 5.3

1.1 5.5
6 3.
5 2.
7 4
.9
.9

5.0 1.6
5 5.
3 5.

4.8 8.3

4.53.2 7.0

3.6 4.7

9.9 6 9.
5 8. 7.9

8.1 4.4

10.3 4.9

5.6 3.8

8.0 4 1.
9 3.

5.17.4 2.4

3.9 4.1

5.7 6 8.
2 7.

2.7 1.1

8.3 4.9

2.2 8.0

7.9 3.8
8 1.
8 8.

6.0 9.0

5.3 6.6

5.4 5.2
4 0.
5 2.
5 3.
3 9.
7 5.
5 6.

3.6 5.2

4.0 8.5

7.8 5.3

7.5 6.8

10.5 5.2

4.2 8.0

5.0 7.4

4.5 6.4

11.5 8.5

5.7 4.6

0.7 4.1

4.5 7.1
4 1.
10 1.

3.9 5.2

5.0 6.9
7 0.
10 3.

4.6 9.3
11 6
.3
.8

2.0 4.3

6.5 4.4

4.3 8.3

13.0 7.3

8.44.3 3.2

7.3 6.1

4.1 2 8.
6 5.

9.9 3.3

4.3 2.9

5.8 2.5
3 8.
8 2.
5 6.
6 2.

6.1 8.0

4.3 11.0

3.9 5.2

5.8 3.2
7 4.
9 1.

2.9 4.3

12.4 6.6
3 5.
4 7.

4.0 7.5

2.75.7 3.5

6.0 9 1.
6 9.

6.9 9.3

3.0 6.7

8.0 6.2

7.0 5.2

3.6 8.5

5.9 7.1

2.8 7.2

11.0 5.4

7.63.8 8.4

3.6 2.12.4

3.9 2.8

8.0 4.1

8.3 6.6

6.3 3.7

6.5 8.0
8 1.
5 1.
5 5.
9 1.

2.9 10.0

0.6 0.2

5.4 14.8

6.0 7.2

5.6 5.7

11.8 9.4

8.0 4.0
6 2.
7 3.

6.73.4 5.2

11.7 4.5

5.2 5.1

3.2 7.9

5.9 8.3

5.7 4.52.7

9.7 9.2

5.0 3.9

5.0 3.4
9 3.
5 0.
4 0
.4
.9

4.0 6.0

4.5 7.8

10.0 5.8

9.34.6 4.8

6.7 8.1

3.1 9 2.
9 6.

7.0 3.1

6.6 5.3

2.8 5 1.
6 2.

2.9 8.1

10.9 4.2

7.6 3.5

3.15.0 11 9.
7 5.

4.98.6 5.7

3.3 5.6

3.8 4.4

5.1 5.7

6.9 5.69.8

6.9 6.7

6.7 5.7

6.4 4.5 4.5

7.1 5.9

4.3 6.0

7.6 8 1.
4 7.

4.9 7.9

4.4 8.1

8.6 7.4

7.1 8.2 8.8

5.2 5.9

8.9 6.3

4.0 8.4

3.2 7.7

5.2 4.3

2.6 6.1

8.0 7.4

7.2 9.58.2

4.9 2.8

9.7 3.8

12.9 4.2

9.4 4.2

3.85.0 8.5

12.3 8.2

9.1 9.2

11.3 6.1

7.1 4.3

6.0 7.8

5.2 4.46.9

7.6 8.4

7.8 2.8

7.1 9.1

8.9 4.1

6.7 5.7
6 5.
9 9.

9.3 13.3

6.6 3.3

10.0 8.0

7.0 7.5

7.0 8.3

1.6 9.3

10.3 5.6 5.6

9.6 4.4

6.8 3.2

6.2 1.9

2.7 9.94.7

6.6 5.7

5.1 3.3

7.9 8.3

2.8 6.9

2.9 7.4

4.4 4.6

6.8 2.4

7.5 9.8

3.1 3.1

7.9 6.2

6.5 5.5

7.0 6.2

6.3 1.7

5.8 7.1

7.0 4.9
3 4.
8 9.

6.3 6.6 6 6.
5 8.

6.6 7.3

8.04.6 5.5

5.2 4.0

3.3 1.7

6.7 4.9

8.7 6.5

7.8 5.0

7.3 9.0

4.9 3.5

2.6 4.7

4.6 4.1

5.7 8.2

6.2 5.2

6.4 7.6

7.5 2.8

2.2 1.5

8.4 6.4

3.7 2.4

4.87.4 5.1

7.1 5.7

6.7 5.8

10.5 8.4

4.1 3.1

3.8 6.3

8.3 4.1

13.2 4.8

9.3 3.6

8.1 5.8

6.4 3.5

1.3 8.2

6.8 8.1

6.6 8.5

9.3 7.4

5.9 4.27.4

6.9 4.7

6.3 9.2

2.62.8 7.3

3.8 3.6

8.4 6.76.6

10.0 7.0

7.25.0 6.7

7.8 5.16.9

2.0 7.2

3.4 4.1

6.6 8.1

9.2 10.0

6.3 8.1

2.1 6.8

4.1 3.4

2.3 2.0

6.6 6.2

5.9 7.1

11.5 8.5

4.7 3.33.2

7.97.5 8.0

10.3 11.7

8.9 2.7

8.4 4.18.5

6.6 5.7

3.3 1.0

6.6 10.7

6.2 9.5

4.2 8.4

4.7 4.0

6.1 9.4

3.0 7.7

5.7 4.8

5.0 5.3

5.77.4 5.2

4.9 3.1

7.3 1.8

8.9 5.8

9.6 10.1

11.4 2.64.7

6.9 5.3
8 5
.7
.3

11.9 5.0
6 6
.6
.7

3.27.9 3.1

6.8 6.5

8.0 4.7

6.0 4.7

10.8 7.6

13.0 7.6

4.2 4.05.1

2.1 3.7

7.0 3.0

6.8 5.9

2.9 1.4

7.56.0 7.26.8

1.6 1.5

3.9 3.4

9.2 10.3

4.3 2.0

4.1 4.4

5.8 2.2

4.8 6.4

3.3 8.1

7.4 7.4

1.55.5 2.8

4.7 14
9 .4
.1

4.3 5.3

10.9 6.6

7.0 7.7

5.9 6.2
8 4.
8 5.

6.3 10.7

5.47.3 11.2

6.9 8.3

7.6 1.2

5.6 1.63.8

7.2 16.9

6.1 1.4

8.3 8.2

5.2 8.1

5.5 4.3

6.5 4.4

6.2 5.7

3.3 4.6

6.4 4.1

13.5 10.5

7.2 5.3

7.2 7.8

11.6 4.8

5.6 7.5

6.9 2.8

3.9 5.1

4.6 4.6

3.3 5.6

8.1 5.1
8 0.
10 0.

5.97.4 5.2

8.6 9.2

6.3 7
9 .9
.6

3.6 3.9

12.9 8.2

4.8 4.4
6 6
.6
.7
8 6.
5 9.

3.8 1.9

7.2 7.5

9.3 5.3

7.04.3 8.99.5

8.1 4.8

6.5 4.1

9.0 8.1

10.010.8

6.9 7.2

14.6 8.8

8.1 4.2

6.1 4.0

3.0 4.9

7.45.7 1.6

3.5 6.86.9

8.4 9.2
10 5.
8 0.

8.6 7.2

7.6 6.0
8 6.
7 9.

7.8 7.9

8.4 5.3 6.5

9.2 8.23.4

6.9 5.7

9.1 9.8

7.4 6.2

6.4 3.0

7.1 7.1

4.36.6 8.3

7.6 4.3

7.2 10.7

5.3 8.1

9.7 10.8

10.5 3.8

7.0 5.6

9.1 11.3

7.5 5.36.7

2.7 8.6

2.9 6.1

7.6 7.2

7.22.9 7.0

7.5 7.9

2.1 10.7

4.4 10.5

7.2 3.4

4.1 14.5

5.4 6 0.
9 4.

5.7 8.0 4.9

6.3 11.4

9.7 12.0

9.6 4.8

8.2 7.8

7.9 3.4

4.1 6.3

9.2 5.3

1.3 5.2

6.7 4.8

7.3 5.8

5.6 7.1

5.2 6.3

3.0 11.4

8.9 11.2

5.0 5.66.6

7.2 13.3

5.4 9.3

11.7 5.8

8.9 10.4 6 5.
5 7.

10.0 8.7

6.3 8.6
9 5.
5 2.

9.38.0 6
8 .0
.8

9.17.2 10.8

10.5 6.3

7.2 5.6

6.0 5.46.9

12.0 13.0

12.1 7.2

12.5 11.6

6.9 6.6

7.9 6.1

3.2 1.5

3.4 1.2

3.2 0.9
3 5.
2 1.
1 6.
0 2.
7 0.
5 2.
3 4.
5 0.
5 0.
5 0.

0.7 2.5

7.4 0.5

3.6 1.5

0.6 0.0

5.6 2.3

1.1 4.1

2.0 2.0
6 5.
6 3.

1.4 0.3

3.4 6.3

5.4 4.0
2 9.
2 5.

3.0 1.2

4.1 0.8

1.13.2 2.3

4.7 1.6

3.8 5 6.
4 2.

1.3 1.9

1.8 0.3

3.1 4.8

1.8 4.3

3.0 3.8
5 2.
2 2.

1.9 2.7

4.5 1.3

0.6 1.9

1.9 1.2
0 9.
3 4.

3.3 8.3 5 8.
3 3.

0.9 3.0

5.2 2.4

1.2 3.9

2.9 1.3

3.4 1.3

4.7 3.8

1.3 2.7

0.2 0.4
4 6.
4 1.

4.1 2.3 2.7

2.4 5.1

2.9 0.4

2.7 5.2

4.5 4.7

1.8 3 0.
3 2.

3.2 2.6
4 4.
4 3.
4 0.
5 5.

2.3 3.2

2.43.3 2 3.
5 1.

2.6 3.3

1.5 1.7

5.1 2.1

3.3 5.4
1 0.
2 9.

3.9 4.1

2.3 4.5
5 9.
2 2.

4.8 6.4

4.8 2.7

7.0 2.8

2.8 4.9

4.0 0.5

2.53.3 2.03.8
3 8.
6 6.

4.1 6.9

2.8 1.5

1.8 4.1

3.4 2.8

2.0 1.9
2 7.
2 7.

3.1 1.8
4 8.
5 4.
3 7.
4 2.
3 7.
4 2.

1.7 2.1

2.7 5.5

1.3 3.0

2.1 0.4

2.7 1.8

5.4 3.4

6.0 2.8

6.0 5.2

2.5 4.4

0.2 2.2
2 3.
4 3.
3 7.
3 3.
6 0.
5 2. 5 4.
4 8.

6.0 2.5

3.9 2.1
4 3.
2 4.
4 2.
4 5.

2.4 5.3

7.9 6.5

3.3 4 3.
3 0.

5.7 2.6

1.3 2.5

2.9 3.4

3.0 3.9

1.8 1.9
5 6.
3 1.
5 6.
4 7.
2 4.
2 3.

4.74.9 2 1.
2 6.

1.2 2.7

4.1 5.4

3.55.3 1.6

3.1 1.4

2.4 1.7

1.4 2.03.8
3 3.
6 0.
3 5.
4 0.

4.4 2.8
4 1.
4 0.

2.9 2.1
5 7.
7 0.

4.6 3.0

2.3 1.6
4 1.
3 9.
4 2.
3 4.

1.1 1.2

5.04.0 0.8

2.3 2.61.5

2.9 3.5

2.5 3.0
2 8.
2 4.

1.5 4.1

6.8 4.7

3.4 2.0
2 7.
2 9.

1.6 0.4

3.1 0.8
3 1.
3 7.
3 6.
4 1.

0.1 0.0
6 2
.0
.6
4 2.
2 5.

1.5 5.1
1 7.
4 6.

1.7 6.0

3.2 2.3

1.9 4.9

1.5 2.4

2.2 4.7

4.2 4.4

2.2 5.7

3.61.6 2.2

1.5 4.1

5.0 2.9

4.2 2.1

1.7 2.4

3.6 3.7

4.3 1.32.2
3 3.
3 4.

5.8 2.3
2 6.
5 3.

0.4 1.9
3 1.
3 9.
4 4.
3 3.

5.7 1.7
2 9.
2 8.
3 4.
5 1.
5 5.
5 5.

4.3 2.1

3.5 3.0
2 2.
2 2.
4 5.
3 9.

1.3 3.6

4.2 4.9

2.1 1.2

3.2 5.7

2.1 4.2

2.4 2.4
3 7.
3 8.

5.0 4.8
3 1.
3 9.
3 3.
4 1.

1.43.6 4 3.
1 8. 1 2.
3 6.
2 5.
3 3. 4 1.
3 0.

1.5 2.1

1.40.8 3 5.
3 2.

5.1 3.5
0 2.
1 6.

2.2 2.5
3 2.
2 7.

1.32.6 3.6

3.3 2.6

6.3 6 9.
4 0.
4 1.
3 6.

0.6 1.4
4 0.

4.5 2.0

5.0 2.8

3.2 3 9.
2 9.

1.6 4.0

4.0 4.0

1.0 4.6

5.3 2.0

2.94.9 2.21.0

2.9 2.4

2.0 2.4

4.6 4.7

3.0 3.6

4.6 3.5

3.3 1.6

3.65.4 3.23.6

3.1 4.6

4.42.8 2.83.9

1.0 2.2

3.3 3.0

1.63.7 1.3

4.0 1.2

1.1 4.7

6.4 3 7.
3 0.

2.0 3.4

1.5 3.1

5.0 6.1

3.5 0.9

3.6 1 9.
4 7.

2.6 0.7
2 8.
3 9.
1 5.
2 5.

3.0 4.3

3.6 2.2

3.3 3.5

4.2 4.8
3 5.
3 9.
2 8.
2 5.

4.4 7.4
3 9.
3 5.
4 3.
3 6.
4 2.
3 4.
3 9.
5 7.

2.9 4.5
3 0.
2 6.

3.4 1.6
4 0.
3 2.

1.1 1.3

4.4 3.2

3.82.2 2 4.
2 8.
3 2.
6 0.

4.0 2.1

1.9 1.8
4 8.
5 4.

2.2 1.7

4.5 4.1

3.01.5 3.0

4.0 3.7

3.5 5 3.
4 4.

4.2 2.1

4.0 4.1

4.1 2.55.7

2.7 1.3

1.7 3.1

5.5 3.7

4.6 2.6

5.6 3.8

4.9 3.7

2.1 2.3
3 3.
4 1.

1.11.6 4.6

4.1 5.4

5.2 0.62.0
5 1.
4 8.

3.5 3.8

3.6 3.1

3.5 2.0

3.4 3.7

3.65.7 4
2 .5
.0

4.1 7.4

4.4 6.0

1.8 5.6

2.24.3 3.3

4.4 1.1

2.7 5.0

1.2 4.6

2.0 3.0

2.8 3.12.3

5.9 5.3

1.1 3.3

3.0 3.3

2.96.2 3
1 .4
.0

4.9 7.2

2.52.5 2.2

3.9 7 3.
3 8.
2 3.
1 6.

1.62.3 4.5

2.0 6.0

4.4 4.2

3.4 3.32.9

6.0 3.2

0.9 3.7

3.9 2.0

3.2 2.7

4.02.2 3.93.0
3 3.
2 8.

5.2 3.7

2.4 3.8

3.3 5.6

4.8 4.3
3 0.
2 6.

2.6 3.5

1.3 0.5

4.8 4.2
3 5.
1 4.

4.7 2.7

3.53.4 1.3

4.5 2 1.
5 7.

4.6 3.2

1.71.8 1 8.
1 9.

4.95.5 6 2.
2 5.

3.7 4.9

3.6 2.5

2.05.8 4 8.
5 2.

3.4 3.7

3.4 2.3
1 1.
2 0.
1 0.

2.2 5 4.
5 7.

4.3 2.8

4.3 3.9

3.2 3.4

5.1 2.6

5.4 1.9

3.83.5 3.0

2.6 3.8

3.1 3.1

2.9 2.7

5.8 3.33.8

3.11.4 3
3 .8
.6

0.6 3.4

2.33.6 2.9

4.4 4.61.1

5.8 3.1

2.3 3.9

4.4 5.3

5.2 7.4

4.5 4.8

0.4 1.9

3.8 2.9

2.36.3 1.5

4.0 4.8

3.0 4.9

2.8 3.6

1.2 2.8
4 7.
3 3.

2.7 5.8

4.4 5.4

3.5 2.3

2.6 4.8

4.2 4.8

8.3 3.2

2.1 1.9

3.9 1.5
4 1.
6 1.

6.2 3.4

2.9 5.8

1.8 3.1

3.2 4.3

5.7 3.3
4 9.
4 0.

3.9 4.2

1.7 2.5

2.8 3.7
4 4.
4 1.
3 2.
5 5.

4.5 3.9

5.3 4.4
4 2.
7 2.

2.82.7 3 9.
4 0.
1 3.
3 7.

3.0 1.8

1.3 1.9

5.53.8 4.5

5.2 2.7

4.7 1.41.0
6 3.
3 5.

0.5 1.8

1.6 1.0

1.7 4.0

7.0 2.7

4.4 3.0

2.6 2.1

1.21.6 3.0

2.9 0 6.
1 2.

2.63.3 2.4

2.7 1.5
1 2.

2.4 3.2

5.5 6.3
6 6.
4 0.

1.0 3.1

3.6 3.7

3.9 4.6

4.7 2.0

1.2 2.7

4.1 0.4
1 3.
2 9.

3.0 4.4

3.8 0.3
3 3.
3 0.

6.4 3 8.

2.5 3.0

5.2 5.0

3.6 1.3

4.1 5.7
4 3.
3 3.

4.8 4.2

0.4 4.5

4.3 4.6

7.4 5.2

2.3 5.1

4.7 3.5

6.3 2.6

2.5 3.03.7
2 1.
5 7.

3.4 3.8

4.7 3.3
2 9.
3 0.

4.4 4.5

5.6 2.5
5 8.
5 8.

6.3 6.8

3.4 1.6

4.8 2.3

4.2 4.2

4.43.5 3.1

3.2 5 4.
4 4.

3.1 2.3

3.3 3 2.
1 5.
5 1.
4 4.
2 7.
1 5.

1.3 2.8

1.1 2.9

4.1 4.7

5.43.9 7 6.
5 2.

4.01.7 1 7.
4 5.

3.4 0.9

0.2 0.4

1.5 1.9
5 1.
3 4.
0 2.
0 4.
3 9.
1 6.
0 7.
1 4.

3.3 3.2
3 1.
3 9.
4 3.
1 2.

0.3 0.9

4.0 2.1
3 8.
4 8.

0.9 3.3
2 7.
2 9.

0.9 3.3
2 4.
3 6.

2.3 1.4

3.6 2.1
2 4.
3 4.

1.9 2.0

3.0 1.4
2 6.
2 2.

4.2 4.0

0.4 0.1
3 0.
0 8.

3.0 3.2

0.8 0.9

0.9 0.8

1.2 1.9

2.83.4 3.0

2.0 1.9

0.9 0.7

1.6 2.9

3.4 0.1

0.8 1 8.
0 5.

1.4 3.2

1.9 3.6
4 3.
2 8.
1 8.
1 2.
2 7.
2 9.

0.8 0.2
1 7.
1 0.

2.0 4.7

3.40.9 0.2

0.2 2
2 4.

9. 4 8.
5 7.

1.2 2.0
3 3.
2 9.

0.2 0.8
4 8.
0 9.

1.9 1.9

2.2 1.3
3 3.
4 5.

1.11.7 1.1

2.6 3 1.
2 5.

1.5 3.5

1.6 2.3
5 3.
3 3.
1 5.
0 8.

2.6 3.3

2.4 2.1

2.42.7 1.2

1.2 2.0

1.5 1.0

4.1 2.5

1.4 4.1

3.0 2.3

3.1 1 8.
2 1.

4.0 3.1

1.1 2.3

2.0 1.1

1.3 2.0

1.3 0.6
0 5.
1 8.

2.9 3.6

1.7 0.9
3 8.
4 0.

1.2 2.1

0.7 0.3

3.4 3.5
0 5.
2 0.
1 3.
2 1.

3.8 1.4

1.8 2.3

3.7 3.9
2 3.
1 3.

1.7 3.0

5.1 3.7

3.0 2.9
4 4.
4 5.

1.12.7 2 7.
4 1.

4.5 3.6

0.9 0.9

3.7 1.7

2.5 2.1

0.8 0.5

2.61.4 3.6

3.9 2.6

4.2 3.3

3.1 1.7

2.1 3.7

3.1 3.8

4.7 2.1

3.3 2.72.9

4.4 3.5

0.9 1.1

2.4 1.6

2.5 2.4
3 6.

2.6 1.3

2.7 3.8

1.5 3.4

3.3 1.72.6

4.5 2.2

2.6 2.7

1.3 4.5 2.42.3

3.54.2 4 3.
3 6.

4.43.2 2.2

4.9 1.6

1.8 1.50.9

0.9 2.6

1.3 0.4

2.21.1 0.5

0.8 2.0

2.3 1.3

2.6 1.2

1.0 2.6

2.2 0.70.6

0.0 0.8

2.1 0.9

2.1 1.2

1.0 1 7.

1.5 1.4

1.80.9 0
1 .9
.1

1.7 1.6

1.9 1.0

0.6 0.9

1.8 1.3

2.1 2.1

0.3 0.8
2 1.
0 9.

1.1 2.3

1.2 1.3

1.3 1.0

1.6 1.5

1.8 1.0

1.1 1.1
1 5.
0 7.

2.72.1 1.2

1.2 1.81.4

0.9 1.6

1.0 2.6

2.32.2 2.2

2.6 1.10.9

2.2 1.4

1.4 3.4

0.0 0.81.9

2.7 1.41.8

1.92.1 2.43.2

1.0 1.6

0.1 0.2

1.9 1.9
1 4.

0.7 2 1.
1 0.

1.5 0.6
2 0.
1 0.

0.6 0.8
1 0
.3
.7

0.7 1.0

1.1 1.5

1.1 0.8

0.7 0.3

0.4 1 9.
2 2.

1.2 0.3

0.7 1.4

1.4 1.1

2.5 1.5
1 2.
1 0.

1.0 1.2

0.3 0.9 0.6

0.8 1.2

2.6 1.1

1.4 1.0

0.5 1 4.
2 3.

1.4 0.9

0.8 1.5

1.9 1.5

2.4 0.8

1.1 1.0
1 1.
2 3.

0.5 0.6

1.3 2.1

1.6 1.4

0.70.9 1.2

2.2 1.7

1.0 1 9.
1 0.

0.81.9 0 9.
2 0.
0 0
.9
.6

1.0 0.6

0.4 0.7

0.8 1.4

1.2 1.5
1 7.

1.9 0.2

0.1 0.6

1.3 1.8

1.6 1.90.8

1.8 1.9

2.22.2 0.7

0.7 2.0

1.9 2 1.
1 2.

1.9 1.7

0.4 0.7

1.6 1.9

2.3 1.5

0.8 0.3

0.5 0.4

1.4 1.5

0.4 0.2

0.4 0.3

1.0 0.6

1.6 0.5

1.8 0.7

1.4 2.3

2.2 0.6
1 6.
2 3.

0.3 0.2

1.6 2.3

1.5 1.2

1.0 1.6
2 4.

1.6 2.3

1.5 0.7

1.1 3.0

1.6 1.8

2.0 1.2

0.9 2.3

1.5 0.7

0.6 1 8.

1.8 2.3

1.3 0 6.

2.2 1.3

1.3 1.5

1.0 0.9

1.0 1.9

2.0 0.3

1.2 0.7

0.6 2.1

1.0 0.91.5

1.9 1.6

0.1 0.0

1.6 1.5

0.6 0.5

1.6 1.9

1.7 1.0 0.42.1

1.1 0.8

2.4 1.8

1.8 2.2

1.5 0.8

1.6 1.3

0.70.8 1.4

0.9 2.0

1.5 1 3.

1.9 2.5

2.4 1.6

1.3 1.9

1.6 1.8

1.6 0.5

0.5 0.0

0.1 3.2

2.3 2.4

1.1 1.2

1.4 2.1

1.5 2.01.2

4.7 13.1

12.8 4.6

10.3 8.8

10.7 10.7

9.0 9.1

14.6 5.4

5.9 5.8

3.5 10.1

11.2 11.9

10.9 9.3

10.3 8 0.
8 8.
9 5.
9 3.
11 2.
10 1.

10.6 11.1
10 9.
9 6.
8 8.
7 9.
11 9.
10 5.

11.6 7 0.
6 6.
10 7.
11 8.

9.2 8.6 9 1.
9 9.
11 4.
10 5.

12.8 4.6
6 5.
6 3.
10 9.
10 1.

10.6 10.9

10.3 10.5
8 1
.9

0.1 13 7.
10 5.
11 7.
10 2.
9 7.

10.3 10.0

10.7 9 3.
8 5.

11.9 8.8

11.7 10.0
9 8
.4
.9

14.2 10.2

8.8 11.5

10.0 10.7

12.9 4.6
11 1.
8 5.

9.4 11.6

10.1 11.6

10.3 14.1

10.0 11.9

2.9 4.2

8.4 1.6

0.9 7.0

2.7 2.8

3.4 2.2

1.3 3.2

1.7 6.1

2.1 4.5

2.2 6.5
3 5.

4.2 4.9

2.8 2.7

2.2 3.8

9.1 11.0

3.1 1.6

2.4 1.0

1.2 0.6

1.9 1.8
0 0
.7
.1

5.2 2.7

0.3 1.1

0.2 1.3

0.2 1.6

0.2 1.4

0.8 0.1
3 2.
5 7.

2.9 0.4

5.6 3.8

4.4 1.9
4 0.
1 6.

3.1 1.4

1.0 1.7

0.4 2.9

4.0 5.3
3 1.
7 5.

0.2 0.8

4.6 5.8

2.6 0.8

4.74.8 4.72.6

5.4 6.8
1 8.

4.8 6.1

0.0 0.0

3.3 2.8

2.3 1.6

2.1 2.8

2.7 3.2

0.2 0.0

2.4 0.9

2.8 2.3

2.1 4.8

3.84.5 0.3

2.4 1.8

0.7 0.7

2.2 0.9

1.8 1.0

2.0 1.3

1.9 2.6

0.6 1.2

2.5 0.9

2.5 2.3

1.7 2.7

0.6 2.7

0.6 2.4

1.7 0.0

0.1 0.4

0.9 0.2

1.3 0.4

1.1 1.9

0.6 0.4

0.3 0.0

0.0 2.3

0.6 0.8

0.5 0.0

0.0 1.2

0.5 0.4

1.4 1.4

0.8 0.4

0.6 0.00.0

0.4 0.7

1.6 1.0

1.00.4 1.40.9

1.0 1.3

0.60.8 0.3

0.5 1.3

2.2 0.8

0.7 0.8

0.4 1.5

1.9 1.10.6

0.2 0.2
1 1
.1
.0

0.3 1.4 1 5.

0.5 2.0

2.2 1.1

1.2 0.6

0.4 1.01.6

0.4 0.6

1.7 1.0

1.3 2.7

0.5 1.8

0.5 1.3

0.9 1.9

0.0 0.4

1.3 1.2

1.9 1.1

1.10.9 1.5

0.1 0.7

0.4 0.8

1.0 1.6

0.4 0.9

0.8 1.2

1.0 0.2

0.8 1.0

1.2 2.5

2.1 1.1

0.4 1.71.2

0.70.5 1.1

1.40.9 1.6

1.9 1.9

0.4 1.5

1.0 0.1

0.1 1.91.8

0.3 3.3

2.0 0.7

1.5 1.4
1 0
.8
.2

1.0 2.4

0.91.3 12.8

4.6 3.2

2.6 0.8

0.7 5.1

1.3 0.9

3.2 1.0

1.3 1.5

2.4 11.3

5.8 8.1

11.4 7.6
5 5.

10.3 1.6

12.0 12.2

8.2 14.6

2.5 0.3

1.5 5.3

8.5 4.1

2.6 2.6

2.4 4.4

2.7 0.3

10.7 10.0

0.5 1.7

5.9 9.1

8.6 9.3

1.4 5.2

6.3 0.7

4.0 7.3

11.3 2.5

1.9 3.1

2.8 3.0

2.2 2.0

2.7 7.3

2.7 4.8

0.5 3.2

1.7 0.7

2.8 10.2

0.7 1.8

1.6 4.7

2.9 10.8

3.9 2.3

2.4 0.9

5.3 1.6

2.8 0.2

1.3 2.3

3.0 2.2

3.6 4.2

14.3 2.6

7.5 4.1

2.9 0.0

2.6 3.7

2.2 5.1

3.4 1.4

1.2 11.8

1.0 4.3

13.0 3.4

1.9 2.7

2.4 0.8

3.3 0.7

2.8 2.0

1.5 3.4

2.3 1.7

3.1 3.2

3.4 2.2

1.2 3.5

2.4 1.8

2.6 2.7

0.6 2.5

3.3 3.4

3.5 2.3

1.4 2.9

6.1 6.1

2.9 1.1

3.4 2.4

3.6 5.7

1.9 1.9

3.9 2.7

3.0 1.0

2.1 3.5

2.1 7.0

3.3 2.6

3.4 3.1

4.1 2.7

3.6 2.1

3.6 2.7

5.2 11.8

0.1 2.0

3.6 2.0

9.8 0.7

10.6 4.3

1.7 1.5

6.2 5.7

3.3 1.1

3.0 1.3

8.7 1.9

2.0 1.4

2.7 3.1

2.2 2.9

2.0 1.4

1.3 0.0

2.5 1.9

2.9 2.3

1.7 1.2

3.1 1.9

2.4 1.5

2.7 3.2

12.4 2.1

1.6 1.0

0.4 3.1

2.4 3.6

2.3 1.8

2.4 19.3

4.8 3.8

4.6 2.7

1.0 2.6

4.6 2.2

12.1 2.5

3.7 5.5

2.9 4.1

0.1 0.0

0.1 3.2

2.9 2.8

0.2 1.3

1.8 7.2

3.7 2.8

0.1 2.3

3.0 2.9

2.3 3.1

8.6 9.7

3.5 1.2

2.7 14.8

3.0 10.7

3.3 2.4

2.7 2.0

3.1 1.3

0.2 6.1

1.7 3.1

10.7 2.1

3.3 3.3

2.9 2.0

3.4 1.1

2.9 0.0

1.2 0.7

2.7 10.1

2.0 2.3

5.7 2.1

5.1 1.1

2.3 2.3

3.4 7.1

8.2 1.5

4.3 4.3

0.7 2.0

2.2 3.1

1.6 0.3

1.3 5.1

14.6 1.3

0.1 Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-223
Attachment 8
1260
OCTAM 5.0 - Year 2045 SACE Baseline Daily Forecasts
Volumes in Thousands
Raw Volumes - Not For Distribution
7 8
11 9
3 3
3 3
1 1
5 5
9 9
14 12
13 14
3 3
2 2
8 9
152
15 8
8 11
11 5
9 13
12 8
9 5
5 8
11 11
10 10
14 11
12 6
6 12
12 20
22 13
3 4
23 23
7 9
23 26
10 10
5 7
14 15
19 22
1313
12 11
9 8
1 11
17 85
10 10
33 31
4 5
24 23
9 10
12 12
5 62
52 3
12 10
15 17
26 27
15 13
10 12
8 7
4 4
4 4
10 9
1715
15 14
26 27
5 5
22 21
10 10
13 14
6 8
8 14
4 4
8 7
3 4
37 2
0 3
2 1
4 5
5 5
17 86
12 169
169
57 29
20 16
16 16
16 9
8 2
1 24
28 4
7 17
12 23
30 21
15 17
17 18
17 1
1 1816
14 14
12 13
24 22
13 13
1 1
3 3
14 14
23 24
25 12
13 0
1 3
3 1
7 1
26 28
6 7
6 7
94 9
6 6
9 8
13 155
1 5
25 25
5 1
9 11
3 26
25 30
28 4
13 13
2 2
11 11
9 5
6 13
2 2
3 4
34 32
2 2
3 1
3 10
2 3
3 3
17 11
17 9
13 24
234
107
91 6
24 15
26 27
6 8
7 16 10
8 9
85 14
7 697
15 45
36 2
4 3
37 104
6 6
2110
91 12
9 10
8 24
25 95
15 12
15 27
8 12
2727
9 15
146
24 21
19 36
38 10
124
9 139
2540
2531
13 127
32 38
16 37
40 6
130
22 34
11 27
35 14
155
10 10
1 6
3 37
30 7
35 22
6 30
45 7
6 14 6
10 0 10
7 15
19 1
5 17
13 12
5 13
9 20
8 149
11 20
18 7 3 12
12 8
18 7
15 149
161
13 15517
25 26
8 8
21 18
0 20
9 8
0 9
17 12 12
12 9
18 12
186 21
32 12
37 41
11 34
32 29
30 24 8 9
2 22
63 55
2 127
44 30
8 36
29 8
22 10
58 27
74 106
31 69
18 137
877
45 193 10 55
12 11
12 12
12 66
67 1
15 53 29 134
11 19
20 6
1 13
28 20
21 14
7 2
11 206 22
24 7
1 1
6 6
13 6 16
41 10
33 33
47 125
5 94
11 11 3
2 2019
7 46
11 3
9 43 6
139
39 80
7 98
136 8
17 26
24 24
2 2
2 9
9 5
10 12
22 3
27 23
8 32
30 4
173
25 24
5 170 29
24 4
12 16
25 31
5 8 1
24 95
108
63 7
15 17
197
16 105 29
3 3
20 4 11 15
14 11
16 21
25 15
10 21
12 4
14 11
9 9
5 4
10 10
10 10
19 22
7 7
8 8 3
2 12
12 6
5 12
11 28
33 16
49 5 38 8
35 43
13 12
11 13
1 6
5 12
6 9
8 7
6 6
10 8
3 3
2 2
7 7
7 6
23 98
4 13
2 4
4 13
1 24
0 11
37 125 26
6 8
33 2
2 4
4 1
1 2
1 2
2 18
8 2
1 0
1 12
13 3
3 1618
0 0
1 2
0 0
2 2
7 6
3 8 3
9 6
107 14
11 123
132
23 24
27 34
3 3
7 16
15 4
3 34
3 3
13 13
10 11 13
9 2
2 1
1 11
11 3
4 7
9 21
21 1
1 55
2 2
3 3
3 3
2 2
22 22
1616
1211
1 11
1 11
11 1010
10 11
4 4
10 11 11
10 4
4 1313
2 3
13 13
4 4
15 14 10
11 4
4 6
6 14
12 18
18 6
13 11
9 1918
6 4
13 9
14 13
00 26
28 4
3 3
3 13
13 33 6
6 1
9 0
9 11
8 8
0 1
2 2
11 10
5 5
6 6
3 4
13 179
189
4 17
17 13
11 19
183
177 5
5 6
4 3
2 2
3 3
11 11
15 14
6 6
5 5
7 8
78 33
5 5
4 4
22 9
9 12
14 8
8 18
17 17
15 20
14 11
15 7
6 15
12 1814
1 1
7 7
13 16
4 4 8
9 5
5 8
8 3
3 9
8 1211
13 13
17 19
9 9
12 11
12 10
12 12
33 8
8 8
8 1
1 18
16 16
18 6
4 7
8 6
2 5
3 23
23 2
2 9
9 4
4 9
9 2
2 7
6 6
7 19
19 19
19 20
19 1
1 18
19 11
11 7
8 10
10 4
4 7
7 13
13 10
10 5
5 1
1 56
0 1
13 15
8 3
0 7
13 5
10 1
5 13
17 3
3 10
9 27
28 14
14 9
9 9
11 1
3 1518
1 1
1816
6 6
7 7
25 26
25 16
16 19
18 9
8 20
20 8
9 26
25 15
16 11
10 32
33 7
7 7
8 6
5 4
3 8
7 2
2 8
10 2
2 1
1 16
17 7
7 18
16 8
9 20
14 2
2 15
15 5
5 1010
66 5
5 1
9 0
20 20 1820
9 9
9 11 1111
8 8
13 14
9 9
8 7 8
7 10
10 9
9 10
10 3
3 11
11 5
5 11
11 4
3 3
2 3
2 13
13 1218
10 12
6 4
1322 0
0 23
20 21
19 1 14
14 2
2 5
2 2
9 4 2
5 6
2 3
5 2
3 18
20 12
13 10
8 19
18 22
23 5
5 15
18 3
3 16
13 7
6 17
17 11
13 8
7 5
5 19
14 18
15 13
14 13
12 6
6 10
11 4
3 10
10 11
9 9
9 10
12 7
7 11
10 7
7 5
6 8
8 2
2 10
10 1515
6 4
8 7
2123
5 6
1518
5 4
18 16
6 7
5 5
8 7
7 7
6 7
7 7
6 5
20 19
19 20
3 4
8 7
3 3 3
3 8
8 5
5 14
17 6
5 11
11 4
3 4
4 8
11 11
9 3
2 23
20 2
3 18
20 5
5 4
4 1
1 33
3 3
8 2
2 9
9 3
3 44
5 6
31 30
28 28
6 6
8 16
1 1
3 3 3
2 0
0 8
9 9
8 0
0 1
9 0
1619
7 8
5 4
4 1618
3 3
11 10
26 3
6 10
3 5
4 5
14 12
12 12
12 10
10 11
11 7
7 99 10
10 6
6 1
9 0
13 14
8 9
6 5 6
5 8
9 3
8 7
8 7
5 7
5 5
6 6
6 6
6 6
6 10
9 5
4 10
10 4
4 10
10 14
14 12
12 1
9 0
8 8
5 7
12 12
6 6
12 12 12
13 76
5 5
7 7
4 6 11
10 3
3 10
9 2
3 0
1 10
10 10
10 7
8 7
7 14
13 5
5 32
33 8
7 1
1 1
1 8
8 6
7 2
2 2
2 7
6 6
4 5
5 38
4 9
1 1
2 4
2 1
21 21
4 2 23
3 2
18 12
5 5
48 9
5 3
4 11
9 1
9 1
9 11
5 9
10 9
17 11
89 2
12 20
5 5
3 3
5 5
2 2
3 3 3
3 11
12 11
10 22
14 15
6 5
1 1
5 5
20 21
10 14
14 12
4 6
4 8
4 5
44 2
1 67
4 3
4 4
4 5
4 4
1 1
3 5
5 7
3 4
5 3 4
4 6
5 4
3 6
6 5
4 4
3 3
3 78
7 6
11 10
4 6
19 19
1 1
4 5
6 8
5 6
9 12 11
10 1211
9 15
13 10
11 11 10
3 30
24 10
10 9
12 8
9 9
10 22
23 76 10
10 17
20 2
3 77
2 2
7 7
7 7
13 12
88 9
10 17
16 20
20 5
7 5
7 7
7 5
5 8
8 7
7 5
5 5
6 5
6 4
3 6
6 28
26 29
30 7
8 5
7 7
46 11
9 9
6 10
9 5
7 57
3 3
28 27
19 13
1 1
9 1
8 10
12 18
22 20
1414
21 22
88 13
12 13
12 2
2 15
17 16
16 15
16 12
10 19
19 1212
22 20
5 7
10 9 6
8 9
9 10
11 7
5 55
5 5
7 13
7 16 7
7 32
30 0
0 24
23 76
23 25
18 16
5 4 54
21 23
6 4
9 9
10 10
7 8
26 27 3
2 1
8 5
5 6
6 29
30 10
11 7
6 11
11 16
17 7
7 20
20 4
4 20
21 1
1 34
34 17
15 21
21 3
3 9
10 1519
15 14 14
17 21
15 21
19 2424
10 11
2325
20 20 22
22 2
2 19
20 24
24 16
15 21
22 20
21 17
13 16
13 24
23 12
12 10
12 10
13 28
29 2222
1211
21 21 23
24 13
13 21
21 17
16 26
26 88
8 9
15 15 16
13 15
16 15
14 13
14 25
26 18
15 17
17 10
9 9
8 16
15 31
32 12
14 28
27 3
11 12
13 11
13 14
8 8
3 1
8 8
5 6
5 5
2 3
99 11
9 7
7 22
23 17
18 20
19 5
5 21
19 8
8 20
21 5
5 18
17 7
6 4
4 6
4 6
4 16
16 43
18 18
6 6
45 10
10 7
7 5
5 4
5 17
15 14
13 3
3 5
4 9
8 9
8 3
5 4
4 29
30 32
31 1
1 2
7 6
7 3
1 8
12 12
6 14
13 1013
7 7
3 4
11 9
14 13
25 24 24
23 10
12 3
3 12
12 11
12 12
12 2
2 4
5 21
22 25
23 20
23 8
7 17
14 13
13 5
4 18
21 22
19 3
3 24
21 8
7 19
22 22
17 20
20 11
11 13
10 13
12 12
12 10
14 16
17 44 15
14 7
6 4
4 8
7 9
6 9 6
5 18
4 20
17 18 12
12 15
12 20
16 1917
10 11
1615
5 5
7 7
1112
25 24
1919 14
13 23
23 10
10 17
17 12
11 12
12 17
17 20
2111
10 12
12 20
20 1616 11
11 18
18 18
17 11
11 15
16 1111
15 15
10 9
6 6
9 9 9
9 8
8 8
10 15
11 9
9 13
14 11
9 8
8 7
9 8
7 31
33 79 11
9 30
29 8
9 14
14 13
12 8
9 10
1 9
0 11
12 12
6 6
12 13
66 6
5 9
8 44 4
4 15
15 18
17 6
2 6
2 2
2 14
15 15
14 15
14 9
11 15
18 4
4 15
13 21
8 8 13
13 13
12 1
1 4
5 16
15 6
6 9
8 12
14 5
3 15
16 19
19 7
7 13
13 8
8 14
14 12
12 12
13 4
4 5
5 11
11 11
12 13
12 22
22 12
12 25
25 10
10 11
10 1110
11 11
1010
20 21
24 25
9 9
10 7 107
18 18
19 19
16 18
7 6
18 18
9 8
17 17 15
15 87 5
6 8
8 5
5 5
5 8
8 7
7 15
11 78
1 9
3 5
6 8
8 9
9 8
8 10
6 34
32 7
8 14
14 9
8 15
15 21
21 15
16 3
3 23
23 4
4 26
27 20
22 22
20 17
20 16
14 16
18 16
17 12
11 16
15 13
13 1010
14 13
11 12
13 13
11 11
7 7
1111
6 6
1515 11
11 24
24 26
27 12
12 12
10 12
10 12
12 11
11 10
10 23
23 25
24 1212
23 22 18
18 7
8 13
16 10
8 16
14 9
8 20
19 8
8 16
16 4
5 7
7 6
6 8
8 5
6 9
9 6
5 11
15 16
12 9
7 8
7 8
8 9
9 34
34 7
7 45
31 8
7 10
11 21
23 10
7 6
6 5
5 6
7 13
14 13
14 17
17 18
16 17
10 15
8 9
13 16
15 11
1 12 7
18 17
16 14
14 15
15 15
15 12
12 6
6 11
11 17
17 26
25 22
23 9
9 11
12 11
11 8
8 11
11 21
22 13
14 2
2 3
2 1
1 8
9 18
19 30
28 14
14 14
17 1618 12
10 19
16 17
14 12
15 21
20 20
18 7
6 17
14 8
8 20
21 12
12 18
18 12
12 15
16 13
12 31
30 16
15 30
29 15
16 14
14 22
23 17
18 15
15 8
7 7
7 24
24 26
24 12
12 25
26 30
28 21
21 21
20 14
17 14
15 19
18 12
12 18
18 17
15 11
11 9
10 26
28 12
11 21
21 13
12 7
6 8
8 11
11 1213
10 10
11 10
13 13
18 20 21
19 12
11 31
28 13
13 11
11 27
29 12
9 7
13 10
11 15
11 11
15 17
15 10
13 11
8 8
7 10
9 10
8 12
11 13
13 8
10 89
12 11 11
11 8
7 25
26 27
25 11
10 6
7 15
16 7
7 22
25 17
16 28
27 9
9 9
8 21
20 10
11 18
20 21
20 6
5 21
23 31
28 18
18 18
23 24
22 16
17 12
14 30
14 22
18 11
11 20
15 9
10 12
15 27
28 1210
23 24
13 15
13 14
1112 11
10 11
10 3
4 11
11 10
15 1015
19 20 22
21 17
17 26
23 14
13 32
28 12
13 21
22 19
18 6
17 10
15 21
24 1318
6 7
11 15
18 13
1 9
0 1013
12 13
14 10
10 11
11 9
13 14 11
11 3
4 23
22 4
3 25
24 6
7 13
11 31
25 2229
8 13
1812
14 11
8 12
26 30
14 11
24 25
1515
13 15
12 11
22 20
13 13
4 7
15 13
7 8
10 9
22 23
9 8
23 26
8 7
17 20
6 7
26 22
8 10
19 20 20
17 99 9
10 7
7 99
6 7
10 10
9 10
11 10
9 10
11 10
99 8
8 11
10 11
13 20
20 12
13 23
24 12
5 11
6 28
26 28
33 28
26 11
13 32
25 25
31 7
6 30
34 67
2 3
3 2
16 17
4 4
16 15
5 4
5 4
5 6
5 5
6 6
4 4
9 9
5 5
9 8
4 4
5 5
44 6
6 20
21 55
19 18
33 16
32 21 27
20 29
18 71
64 35
29 11
11 10
17 12
1 6
6 75
64 16
69 6
80 11
11 10
20 20
7 19
14 78
72 12
9 70
84 29
20 7
8 5
13 13
14 90
18 76
37 52
94 65
5277
10 11
86 9
57 41
11 24
18 12
23 56
67 17
57 13
21 3
1 2
9 122
49 108
106
12 24
8 8
6 22
31 15
11 10
17 22
114
15 99
104
7 20
31 30
2116
36 30
14 118
104
111
6 16 8
8 7
28 26
25 19
13 111
98 9
14 97
12 11
30 30
107
94 10
104
9 13 24
6 9
8 26
16 20
18 97
87 7
80 32
27 28
31 22
28 148
134
34 114
144
113 31
134
144
19 22 33
22 14
4027 34
34 137
125
13 18 119
138
3028
18 22
19 10
10 6
6 3335
84 91
84 157
99 55
5 153
167
8 4
14 14
10 14 14
10 161
16 149
165
17 19
9 21
24 155
152
7 21
134
159
11 16
28 13
18 21 17
18 14
3619
139
130
12 15
123
143
27 24
37 25 32
25 141
114
20 36
104
133 61
75 51
11 35
30 32
7 2
40 1
14 131
42 36
8 28
22 142
137 26
9 147
163
13 12
23 20
7 17
11 158
152
20 21
13 17
14 5
9 17
162
13 0
170
22 17
20 26
20 9
0 17
14 16
16 29
15 175
2 174
172
16 16
17 5
6 1
7 7
4 19
4 191
168
28 174
188
37 29
29 30
33 20
197
177
9 188
21 32
29 8
25 25
38 22
57 126
169
141 14 127
134
27 21
14 46
39 43
26 141
98 29
110
172
20 120
29 173
37 39
1 163
122
49 125
148
25 186
211
30 13 20
21 21
20 204
9 197
10 194
195
12 13
24 25
16 22
7 2516
202
188
10 8
194
198
11 12
16 12
21 16 17
21 6
204
192
6 12 192
202
6 1611 16
18 12
1517
13 10 11
25 12 191
14 176
46 145
191
145
143
188
190
23 23
7 8
12 10
11 11
22 22
10 177
182
16 14
14 20
20 7
21 14
192
175 14
19 165
181
173
10 168 178
Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways:3
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-224
Attachment 8
1261
OCTAM 5.0 - Year 2045 SACE Baseline AM Peak Period Forecasts Volumes in Thousands
Raw Volumes - Not For Distribution

22.0 38.6

25.8 27.3

29.9 24.3

49.5 41.5

20.9 36.3
36 5.

26.3 25.4

28.6 38.6

27.6 22.3

39.4 46.6

34.7 19.4

27.4 35.7

25.3 37.0

28.6 34.7

39.0 43.0

34.3 22.3

20.7 35.4

34.2 25.3

20.0 41.0

31.6 18.1

42.9 18.5

39.1 40.1

33.6 35.0

40.7 27.4

18.6 16.8

25.6 36.5

25.4 29.1

11.0 30.3
35 4.

23.8 35.1

48.2 37 5.

31.1 31.6

36.1 15.9

39.1 33.5

32.1 13.7

17.4 32.7 33.7

25.9 28.6

22.3 21.8

14.8 23.6

37.8 40.1

18.6 42.3

25.2 40.2

17.3 20.1

35.3 20.3

33.7 23.2

16.2 23.8

20.3 29.5

32.5 22.9

23.4 41.3

22.0 33.9

32.1 15.9

23.4 50.5

32.5 16.3

31.1 19.9

38.4 39.5

42.8 45.8

36.6 25.4

15.9 16.5

19.5 42.8

16.4 18.9

40.3 34.6

46.4 26.7

19.5 12.9

31.1 43.6

20.9 24.4

24.4 15.3
36 7.

37.0 16.3

24.1 12.5

29.7 34.6

19.8 39.0

22.6 23.3

37.5 36.6

21.5 22 5.

19.5 21.9

37.6 17.0

14.7 23.3

43.6 15.3

31.5 36.6

30.9 39.3

48.0 24.6

15.0 18.4

38.4 24.9

25.5 32.6

11.8 23.4

40.3 14.5

10.8 38.7

26.8 20.6

17.1 40.3

38.9 29.9

22.2 36.4

31.1 17.7

29.1 15.3

16.3 32.1

22.6 30.8

22.6 32.0

36.6 38.9

18.8 20.3

33.7 31.1

24.2 34.9

11.015.0

6.3 1.3

1.7 6.2

5.2 2.8

3.5 1.4

6.7 1.0

8.4 3.4

1.2 3.7

1.8 5.8

5.6 5.2
2 6.
0 4.
0 6
.7
.9

4.6 8.3
5 4.
6 4.

2.8 8.6

4.8 2.4

4.8 0.5

5.3 1.3

4.51.8 7 3.
6 7.

0.6 4.6

3.91.9 2

7. .1
8 8
4 .2
.5

5.41.4 5.6

2.1 2.0

4.3 8.2

2.6 4.5

6.2 2.8

7.8 5.5

2.7 3.8

1.9 3.2

5.6 5.9

2.1 7.4

3.0 7.2

2.9 7.9

2.8 3 5.
1 8.
3 4.
7 2.

3.9 7.3
2 2.
5 7.

4.9 4.5

4.2 2.1

5.0 2.4

0.6 4.0

3.9 2.6

1.7 6.2

5.12.3 3.3

4.3 3.9

5.8 3.7

0.6 2.6

5.3 0.9

4.0 2.2

4.5 0.8

5.2 4.8

5.5 3.1

2.7 6.1

2.4 3.3

7.7 1.6

7.4 9.1

3.6 2.1

8.7 4
5 .7
.5

10.8 2.7

3.95.0 5.41.0
2 0.
3 8.

5.7 1.9

7.2 1.8

6.2 1.9

5.9 2.6

1.6 6.0

1.8 6.3

6.0 6.2
1 5.
3 1.

1.5 4.9
5 1.
1 8.

7.5 1.5

1.2 2.3

1.4 2.0

7.7 4.8

3.91.2 3.9

1.9 2.5

7.5 5.6

6.6 5 4.
5 5.

10.1 1.7

8.1 1.6

7.2 1.5

6.9 1.1

2.9 6.8

6.0 1.6

6.3 4.6
4 0.
5 7.
7 2.
3 8.

5.9 7.9

2.5 5.0

4.5 8.5

4.3 6.2

6.1 2.1
6 6.
5 1. 4 6.
5 1.

1.7 7.0

1.6 4.6

5.2 4.7

2.5 8.1

4.5 0.4
3 3.
4 7.
3 7
.8
.2

1.9 4.8
2 4.
4 5.

7.4 2.3

2.34.3 1.8

5.9 2.4

7.3 7.9

2.3 4 0.
6 5. 8.1

7.8 8.02.7

4.2 2.1

7.1 2.4
6 4.
2 5.

5.63.4 5.5

7.1 4.0

2.3 5.9

2.9 5.51.9

0.9 1.6

5.0 3.0
1 5.
4 3.

1.4 3.0
8 3.
5 0.

5.3 8.3

5.8 1.2

1.5 6.7

5.4 5.4

7.6 3.7

4.7 3.6

4.6 3.4

5.2 2.4

3.0 4.3

3.8 5.5

4.8 2.4

7.8 2.4

2.9 6.2

4.1 6.0

3.0 8.2

6.4 2.2

6.0 2.9

6.1 4.1

5.2 2.5

4.9 9.1

4.1 6.1

3.9 0.3

0.3 0.0

6.4 3.6
8 0.
1 6.

4.7 2.7

6.1 3.2
1 5
.6
.4
8 1.
4 4.

2.45.0 7.0

1.1 7.9

2.4 3
8 .8
.0

2.1 1.2

4.1 1.3

3.4 5.1

6.0 1.3

3.1 8.4

2.57.0 5.5

1.5 2.2

5.0 6 2.
2 1.
5 6.
5 2.

6.1 3.2

1.6 1.6

1.7 6.4

2.7 4.2

5.4 2.0

2.3 4.6
3 9.
1 6.
5 1.
3 3.

6.5 3.6
5 9.

0.8 8.7

2.2 2.7

4.4 1.4

5.1 6 6.
4 4.

4.1 2.2

9.5 4.0
4 9.
1 8.

5.6 2.0
5 7.
3 4.

5.31.7 5.1

3.3 5.7

6.3 5 2.
7 4.

7.7 5.3

5.9 1.7

6.1 5.8

7.3 1.9

6.4 3.7

6.3 1.1

3.6 8.4

3.05.7 2.4

6.4 2.5

3.5 1.71.7

2.5 4.2

2.3 6.5

3.6 6.7

3.5 5.2

6.8 3.6
2 7.
6 8.
7 4.
3 8.

8.3 1.2

0.7 0.2

3.6 5.7

11.2 2.8

5.4 3.9

5.3 3.7

8.7 5.5

2.6 7.6

2.4 6.1

8.6 2.2
5 6.
5 8.

1.45.1 8.3

2.5 4.0

3.7 4.3

5.2 3.8

5.5 4.7

4.6 2.24.3

6.1 7.8

2.4 7.3

1.6 4.0
2 4.
9 4.
0 4
.4
.1

6.01.8 4.9

2.8 7.0

3.2 3.3

6.9 3.3

2.9 2.47.9

5.1 3.7

2.7 5.8

5.81.8 1.7

5.6 7 5.
6 1.

2.0 6.2

4.4 2.3

2.52.4 3.5

5.7 5.6

2.5 2.5
5 3.
3 7.

2.1 5.3

1.9 5.1

6.3 1.9

8.7 1.8

1.5 6.6

6.01.9 3 8.
9 3.

6.92.5 0.8

4.7 4.3

3.0 2.5

5.2 4.6

2.3 5.0

4.0 7.82.8

7.6 2.0

2.7 5.3 5.8

2.6 2.4

5.7 5.6

4.2 2 1.
5 6.

7.6 5.4

6.9 1.9

5.3 7.2

6.7 3.8 4.5

6.2 7.6

3.8 8.1

5.0 2.8

5.5 2.9

7.4 3.8

5.6 2.2

4.2 6.5

3.6 6.9

5.7 2.57.8

2.3 5.8

2.6 7.7

1.7 10.1

4.9 2.3

5.11.6 2.5

6.4 1.7

5.9 4.72.8

4.1 5.6

2.9 4.9

9.3 4.9

7.3 5.9

7.9 6.8

5.2 3.9

5.5 5.0

5.3 4.3

4.2 6.5

6.41.3 1.5

6.2 5.6

5.6 1.0

6.9 5.2

2.4 8 0.
4 9.

8.22.4 10.6

5.9 2.5

6.1 5.7

6.0 7.3

1.6 5.4

5.5 6.2

4.8 5.0

1.0 7.5

3.9 3.0

2.2 5.9

6.2 7.0

4.0 5.8

5.3 5.0

3.8 2.8

2.0 2.08.1

5.4 3.9

3.8 3.5

7.5 8.7

5.5 1.3

7.6 1.9

4.5 1.6

2.9 4.2

1.9 6.8

7.2 4.3

2.3 4.3

5.52.5 1.6

2.3 4.6

1.8 3.8

6.0 5.6

6.7 6.3

6.6 1.3

6.9 5.5

4.4 2.8

4.7 5.9

1.8 6.4

6.3 3.0

6.5 5.9

6.5 5.5

6.5 5.9

2.8 2.0

6.3 2.46.7

3.0 1.1

2.2 4.3

1.8 3.1

6.7 1.0

7.8 2.6

5.7 5.6

6.2 4.6

2.5 7.3

2.8 5.6

2.0 2.2

3.4 7.7

4.0 3.9

7.1 6.2

4.5 1.8

6.4 2.8

2.9 2.05.9

3.6 7.2

5.51.3 1.2

3.5 6.13.5

5.7 5.3

6.3 2.1

8.3 3.4

1.1 6.4

1.3 5.2

2.8 1.4

6.2 5.3

10.4 2.0

2.6 4.2

4.3 2.5

6.3 5.1

6.2 1.7

8.0 4.7

3.5 6.7

5.1 6.3

4.3 6.2

8.6 5.9

7.7 6.0

3.7 5.8

6.65.1 3.1

8.4 4.5

6.1 3.21.5

2.4 6.2

3.1 5.1

3.3 7.5

2.1 4.55.6

2.63.3 7.3

4.7 3.84.6

5.2 1.8

6.1 4.9

4.43.7 6.8

1.7 3.9

3.4 6.0

4.4 5.8

2.9 1.9

4.7 8.2

6.6 6.3

0.9 7.0

4.7 2.4

3.2 4.1

1.6 6.1

4.3 5.0

1.8 4.0

3.7 2.4

4.2 5.4

8.8 1.7

5.8 4.3

6.2 4.7

2.0 7.3

3.11.8 6.45.7

8.2 6.2

3.1 8.9

7.3 2.6

6.32.6 4.3

7.5 1.4

3.0 8.2

3.9 7.2

3.7 8.0

5.2 2.7

3.7 6.9

4.1 7.1

2.3 1.6

6.1 3.6

4.5 2.56.1

5.83.6 3.6

2.0 4.6

1.9 3.5

2.9 7.2

2.9 9.2

5.6 5.62.0

3.7 3.7
4 7
.0
.7

2.2 9.4
7 5
.4
.4

6.91.7 4.3

1.9 4.2

5.3 6.4

3.9 9.3

1.9 10.3

3.7 1.7

6.4 2.9

5.6 5.03.1

5.8 5.5

2.3 5.7

1.8 6.5

1.1 1.4

6.3 2.2

4.25.6 5.16.0

0.3 1.6

3.3 3.8

7.7 7.6

1.3 4.1

5.2 1.9

3.0 3.5

2.7 4.2

6.4 1.7

7.8 5.5

5.41.8 5.6

3.5 5
1 .7

1.1 3.8

2.8 3.7

8.3 6.4

4.3 5.4

4.2 8.4

8.2 7.4

5.8 4.74.1

4.4 8.7

6.4 7.4

1.4 2.5

1.90.8 11.8

3.3 0.9

6.0 8.0

8.2 4.7

6.4 6.2

2.2 3.2

5.8 2.9

7.0 4.6

3.6 4.5

3.0 4.9

5.0 10.8
7 9.

4.4 3.7

4.8 5.5

3.3 9.0

4.1 5.1

1.3 5.5

3.9 2.5

3.0 3.3

6.0 1.6

5.9 8.6

3.2 6.8
9 2.
4 2.

5.83.7 7.6

3.9 6.1

4.5 4.0

3.1 3.0

10.3 5.2

3.8 7
5 .1
.2
6 3.
5 0.

3.5 6.7

5.8 6.9

3.0 7.8

1.26.5 7.08.7

3.2 6.1

5.5 5.0

9.0 6.2

4.3 10.9

6.7 5.1 2.9

9.6 2.5

5.8 2.57.1

2.5 6.1

4.4 2.3

3.65.8 6.36.3

6.4 7.8
8 3.
5 5.

4.7 6.7

3.8 6.2
4 7.
7 3.

5.5 6.4

5.3 8.1 4.2

2.5 1.87.2

5.1 5.9

6.5 8.3

4.1 5.5

5.4 3.3

5.2 6.4

8.54.7 6.4

7.4 3.3

2.6 3.6

7.8 5.0

7.3 7.4

6.8 5.8

1.9 7.5

3.3 7.2

5.6 5.64.0

7.5 2.6

5.6 1.8

7.1 5.7

1.35.8 9.3

6.5 1.2

5.7 3.6

6.8 2.7

9.6 2.9

5.0 2.95.6

2.9 8.2
6 0.
7 1.

6.3 5.9 6.4

3.5 7.3

7.3 1.95.9

8.3 6.8

1.9 5.9

5.5 6.4

2.9 5.0

8.8 2.6

2.7 1.2

5.8 5.1

6.1 2.5

5.1 2.1 3.0

5.0 5.4

3.3 10.0

5.6 4.4

7.5 5.65.2

11.8 1.4

5.7 7.8

3.1 7.3

7.9 7.3 5 7.
3 9.

4.39.5 8.8

2.5 6 7.
3 7.

10.6 3.1

6.57.1 7.4

6.8 5.4

5.9 5.7

3.8 5.04.4

8.3 9.3

8.47.1 10.0

5.6 3.7

5.3 2.7

7.6 1.0

2.8 0.7

3.5 0.2

3.3 1 2.
3 6.
0 3.
0 7.
3 0.

2.9 4 0.
1 8.

0.9 1.3

2.1 2.3

1.6 3.1

0.2 0.7

1.3 4.0

0.6 1.5

0.0 1.3

4.4 2.2

1.9 4.4
2 5.
2 2.

0.8 3.2

1.51.6 4.3

1.3 1.8

2.5 3.3

1.0 2 1.
4 8.

2.0 0.8

0.9 0.5

3.4 1.8

3.8 2.3
1 3.
4 2.

0.72.8 2.6

1.5 0.5

3.6 1.2

1.0 1.4

2.1 3 1.
0 6.

5.3 1.8

3.1 1.1

1.4 4.4

2.2 2.6

0.4 2.5

1.5 2.6

1.6 1.6

0.2 0.3
3 2.
3 3.

1.1 3.6 3.0

0.9 2.7

1.2 0.9

4.4 2 4.
2 3.

2.2 2.5
3 0.
3 3.
4 8.
2 0.

4.1 1.5

2.91.2 4 4.
1 3.

2.9 2.1

1.5 1.1

1.9 4.1

5.3 1.9
1 9.
0 7.

2.2 1.4

3.5 1.3
1 1.
4 3.

2.0 2.1

3.5 1.8

2.91.4 3.31.6

3.4 1.0

2.6 2.7

1.3 2.1
2 1.
2 2.

2.2 2.2
3 3.
3 1.
3 5.
2 8.
3 4.
2 6.

2.0 1.1

2.4 1.0

0.2 1.4

1.4 2.0

2.8 4.3

2.4 4.5

3.1 2.5
1 9.
3 3.

0.9 1.1
2 2.
1 5.
2 5.
3 2.
1 7.
2 0.

2.4 2.3
2 2.
4 8.

4.2 1.5

2.7 2.0

5.2 2 0.
3 3.

1.6 2.5

2.0 0.4

2.8 3.1

3.4 1.4

2.3 1.4
1 0.
4 2.
1 7.
1 4.

3.6 2.1

3.83.5 2 0.
1 3.

2.2 0.3

2.8 2.2

0.8 1.2

2.1 2.7

3.30.9 4 5.
1 6.
2 8.
2 7.

1.8 3.2
3 3.
3 3.

1.5 2.4

2.5 3.9
2 0.
1 6.

1.3 1.9
2 9.
3 2.
1 9.
3 7.

1.5 0.5

1.75.0 1 5.
2 7.

2.4 0.4

2.4 3.5

0.92.1 3.7

1.3 2.6

2.5 1 5.
2 0.

2.8 1.5

2.9 4.4

1.0 2.8
1 9.
2 1.

0.3 1.9

0.0 1.8
3 3.
1 9.

1.6 1.8
2 7.
3 2.

0.9 2.3
2 1.
3 4.

4.2 0.8
4 1.
0 5.

1.6 2.4

4.5 0.8

4.1 1.2

3.4 3.6

4.4 1.6

1.43.4 2.0

1.6 3.3

2.7 2.10.8
2 4.
2 5.
1 7.
3 0.
2 4.
2 8.

1.2 3.8

2.3 0.9

2.0 0.3
3 0.
2 4.
1 8.
3 2.

0.8 4.6
2 2.
2 2.

1.8 3.7

1.8 3.0
1 6.
1 8.
4 4.
2 5.

3.6 1.0

3.8 2.1

1.3 2.3

4.9 2.3
3 1.
2 1.
1 9.
2 5.

3.6 1.7
2 0.
4 2.

3.6 3.8
2 7.
1 8.
3 0.
2 0.

3.61.0 0 9.
4 2. 3 7.
0 6.
2 6.
1 9. 2 2.
3 1.

2.3 1.5
2 3.
2 9.

0.7 0 3.

1.7 2.5
1 7.
0 7.

2.41.1 2.5

2.1 1 8.
5 4.
2 6.
3 1.

3.0 3.5
4 7.

2.5 3.2

1.0 2.8

1.7 2 1.
3 1.

3.5 1.4

3.0 2.9

3.7 0.5

1.0 4.1

1.6 0.2

0.52.1 2.9

1.0 3.8

3.5 2.9

1.6 0.9

2.7 3.11.9 1.5

3.9 2.2

0.8 0.81.9

4.0 0.7

0.5 1.5

4.1 3.0
2 2.
2 6.

2.8 1.0

2.2 1.6

1.5 1.5

4.4 2.5

0.9 3 6.
1 2.

0.3 2.4
3 1.
2 5.
3 0.
2 0.

2.1 3.2

3.5 2.2

4.8 1.8
3 5.
2 1.
2 0.
3 2.
3 2.
3 4. 2 8.
3 1.
2 8.
3 2.
3 1.
2 9.
4 3.
1 6.

3.9 2.4
1 7.
2 3.

2.1 3.1
1 9.
3 5.

1.6 0.6

0.7 0.6

1.4 3.8

3.6 2.4

1.13.3 2 3.
1 6.
4 3.
2 3.

2.8 2.6

1.5 2.3

1.2 1.3

3.1 3.6

0.52.3 2.7

2.1 2.5

3.2 3 2.
3 8.

5.8 3.2

1.1 3.6

3.3 0.4

2.2 3.0

1.1 2.0

3.6 1.6

2.2 1.3

1.7 3 1.
2 3.

1.20.7 4.7

2.4 1.11.6

2.6 2.5
3 3.
3 6.

3.3 2.8

2.8 2.3

1.7 2.8
1 3
.3
.7
2 4.
1 6.

6.0 3.0

4.1 2.9

4.21.1 3.2

2.6 1.8

0.7 0.6

4.0 1.1

3.9 1.42.7

1.2 1.5

3.0 2.3

5.01.6 0
2 .8
.2

2.51.8 4.2

1.6 2 6.
5 5.
1 3.
1 9.

1.1 3.7

2.9 4.1

2.6 4.7

1.0 4.2

2.5 2.3

1.73.3 1.73.2
2 0.
2 7.

1.6 4.3

3.4 1.3
2 0.
2 0.

0.9 0.5

2.2 4.7

0.9 4.4

3.62.7 3.6

0.5 4 4.
0 5.

2.1 3.2

1.71.4 1 3.
0 9.
1 5.
4 4.

3.3 2.5

1.3 3.1
3 9.
3 6.

2.8 3.7

3.0 3.2
0 5.
0 8.
0 9.

1.0 1.7

4.8 2.9

3.2 3.5

2.1 1.2

4.5 2.63.2

3.6 2.7

4.6 1.7

3.32.0 1.52.0
5 3
.8
.1

3.0 2.4

3.01.8 3.7

2.4 2.33.8

2.1 4.2

3.4 1.1

3.3 4.1

3.4 3.4

0.6 0.9

2.3 3.2

3.14.3 4.5

1.1 3.0

2.0 2.4

0.5 1 8.
3 4.

4.6 1.7

3.8 3.1

1.2 3.1

4.7 2.2

1.6 5.3

2.3 0.6

1.3 3.7

2.3 2.1
2 7.
3 3.

3.0 3.2

2.5 1.7

3.3 2.2
4 3.
2 4.

2.7 3.8

4.1 3.3
3 3.
2 8.
3 7.
1 5.

1.9 0.8

1.8 1.7

3.7 3.3

4.4 0.9

0.51.0 1 7.
4 8.

2.7 1.8

0.5 1.2

2.6 2.9

2.0 3.3

1.3 2.5

1.00.5 2.1

2.8 1 0.
0 7.

1.43.5 3.1

1.9 1.1
1 3.

3.4 3.0

2.8 0.6

3.5 2.3

3.3 4.3

1.1 4.0

1.4 1.0

1.0 2.6
3 2.
2 0.

3.1 3.0

1.8 1.3
1 9.
3 6.

1.8 2.2

5.1 3.0

1.7 1.9

3.7 3.8
2 0.
3 1.

2.0 1.6

2.2 4.7

2.5 2.0

3.0 0.9

3.7 3.3

4.2 1.9

2.5 4.8

1.7 3.0

2.5 2.73.3

2.31.1 3 2.
1 5.

4.3 3.4

1.8 4.2
2 2.
2 8.

4.4 3.3

2.1 4.4
3 1.
3 7.

2.2 7.4

1.8 4.4

1.3 4.3

3.3 6.3
4 6.
4 0.

0.4 2.8

2.2 3.2

3.42.9 1.6
1 1.
1 2.
4 0.
4 2.
2 1.
3 0.

1.1 1.3

1.3 2.2

3.9 3.2 2 3.
6 5.

3.62.1 1 6.
3 3.

2.2 1.0

0.2 2.8

0.2 0.1

1.0 0.1

1.1 0.5
2 4.
3 8.

1.21.9 0 6.
0 0.
0 4.
2 0.

3.8 0.4
1 6.
3 6.
2 3.
0 7. 2 9.
3 2.

1.6 0.8

0.2 1.1

0.7 2.2

0.7 0.5

2.2 1.4

1.7 0.6

0.3 1 2.
4 1.

0.2 0.4

2.5 0.7

3.2 0.4

0.5 3.7
3 6.
2 5.

3.3 1.5
3 5.
3 2.

2.5 0.6
2 3.
1 4.

0.4 2.7

3.8 0.8

0.5 1.1

1.4 1.4
3 5.
2 5.

1.1 1.6

1.4 2.8
0 9.
0 8.

0.9 0.7

1.3 0.8
0 6.
2 2.

0.2 0.7

0.5 0.8

1.91.3 0 6.
2 2.

2.5 0.8

0.7 2.7
3 0.
0 8.
2 4.
2 2.

0.4 1.3

3.2 0.9

2.4 1.0

1.8 3.6

3.31.7 2 0.
1 3.

1.0 1.1
2 6.
0 7.

0.8 2.3

1.9 1.7

2.0 0.2

2.2 0.7
0 6.
2 2.

3.0 0.9

3.8 0.5
1 6.
3 6.
2 9.
2 9.

1.4 3.5
0 6.
1 9.

3.4 1.2

0.1 0.9

2.40.9 3
2 0.

3. 3 3.
0 7.
2 0.
2 3.
0 7.
2 4.

1.7 1.0
1 7.
2 1.

3.50.8 1.2

3.4 0 8.
4 2.

0.5 1.9
0 8.
2 5. 2 2.
0 6.

0.7 2.5
3 7.
2 7.

1.9 1.7

2.00.7 2 1.
2 6.

2.5 0.5
0 2.
0 4.
1 6.
1 4.

2.7 0.9

1.3 3.4

0.51.8 2.5

0.9 2 7.
2 4.

0.83.2 1.42.8 1.4

0.7 3.3

2.7 2 3.
4 1.
1 0.
1 5.

1.1 1.7

2.1 3.5

2.1 0.9
0 6.
3 4.

2.9 2.4

1.7 1.4 1.9

2.0 1.4

2.0 1.8

3.7 1.0

3.2 2.9

0.4 3.4

1.4 0.2

0.3 2.6

0.7 0.5

0.2 0.5

2.3 0.7

2.5 2.5

1.0 0.6

2.2 0.9

3.5 2.2

0.9 3.6

2.8 0.7

3.6 1.8

1.0 1.0

1.5 3.8

1.7 0 7.
2 9.
3 1.
1 0.

0.7 0.1 1.7

0.5 3.2

1.0 2 9.
0 5.

0.8 3.1

3.2 1.0

1.0 3.4

0.9 3.0

1.3 1.8

0.9 0.9

1.8 1.1

1.4 2.6

1.0 2.0

3.1 2.2

1.0 2.7

2.6 2.8

3.4 3 2.
2 5.

3.3 0.5

0.7 1.21.1

0.8 3.1

2.9 0.7

3.7 1.9

3.8 3.0

1.3 1.5

1.0 2.0

2.4 1.3

1.1 3.1

1.4 1.8

1.8 1.5

1.2 0.7

2.7 1.9

1.0 2.2
0 6.
2 4.

0.9 0.5
1 2.
1 3.

0.6 0.5

1.12.5 2.9

2.4 3.1

2.1 2.8

3.0 2.5

0.4 2.62.7

0.0 0.6

3.2 3.8

2.1 1.0

3.6 3.3

2.3 2.3

3.2 1.0

3.1 1.5

3.3 3.4

0.5 0.8

0.5 0.9
1 3.

2.6 2.3

3.9 2.3

2.2 2.4

2.2 0.4

2.3 2.5

3.3 3.6

2.1 1.1

1.5 1.5

1.1 2.3

3.5 0.8

2.5 3.7

3.0 1.5

3.1 1 2.
1 3.

2.7 2.5

0.4 0.4

1.6 3.8

0.6 2.6

2.5 1.7 1.04.1

2.0 4.3
2 9.
2 9.

1.1 0.7

3.0 3.7

1.61.5 2.2

3.3 3.02.9

1.6 1.2

0.6 0.4

1.2 1.2
0 0
.8
.9 0.6

0.6 1.7

2.0 1.71.2

0.4 1.0

2.3 1.4

0.7 0.7

1.50.8 0.91.7

1.0 0.7

1.42.1 0.91.6

0.91.2 1.5

1.1 2.2

1.4 1.70.9

1.61.6 0 5.

1.0 0 2.
1 8.
0 7.
1 5.
1 8.
0 9.

0.7 0.2

1.3 3.2

0.4 0.4
0 9.
0 0.
1 5.
0 3.
0 0
.4
.8

1.3 1.6

1.4 1.5
0 4.
1 6.

0.5 0.3

0.2 1.6

0.2 0.3
1 4.
1 3. 1 3.
1 3.

0.7 0.7

0.6 1.4

0.61.7 1.4

1.0 0.0

0.8 0.2

1.3 1.10.4

1.8 1.8

0.30.9 0.4

0.8 1.9

1.8 1.1

1.5 0.9

0.0 0.7

1.8 6.0

5.9 11.4

2.8 2.2

11.4 4.7

5.5 6.8

8.1 8.8

8.1 6.8

7.4 7.1

6.9 6
6 .7
.4

4.8 4.7

5.4 7.2

3.0 12.1

4.9 5.4

10.5 8.6

6.7 8.5

8.5 8.2

7.0 6.7

7.3 6 6.
6 3.
7 6.
7 1.
6 7.
8 6.

9.5 7.5
7 1.
8 5.
6 2.
6 7.
7 1.
8 7.

1.9 5 5.
5 9.
8 5.
7 1.

7.0 6.8 7 5.
7 3.
7 4.
9 6.

2.1 10.6

5.8 7.1

5.5 8.3

7.6 7.1
5 7.
5 4.

5.4 7.2
6 9.
9 1.

7.1 5.8

8.8 7.9

8.6 7.8
5 8
.6
.9
9 6.
10 4.
8 9.
7 9.
8 8.
6 8.

8.8 6.9

6.9 7.1
7 4.
6 2.
8 7
.4
.2

7.4 9.2
7 9
.7
.0
5 8
.7
.2

9.2 8.0

5.0 10.3

9.1 6.9

2.4 10.6
8 5.
6 2.

5.7 10.4

8.9 7.9
7 7
.1
.6

7.9 9.2

7.4 10.6

0.2 5.4

1.8 8.7

7.3 0.8

2.1 1.7

5.1 3.3

4.0 7.0

6.7 1.1

4.1 5.6

7.4 1.9

4.2 1.3

4.6 4.2
2 6.

3.2 3.8

2.0 2.5

4.6 1.9

5.7 8.0

2.2 11.4

8.6 9.1

4.8 3.1

1.2 1.9

2.1 0.4

4.0 2.9

1.2 3.7

2.5 1.0

0.8 1.4
0 0
.0
.7

1.3 3.2

3.9 1.1

1.8 0.4

1.4 0.3

1.4 0.2

2.8 4.1

2.0 0.2

0.1 0.7

1.0 0.5

2.2 4.9
4 3.
1 8.

0.1 1.9

4.5 1.1

1.4 2.4

4.7 2.7
1 2.
2 3.

2.9 3.9

2.5 0.8

4.3 2.8

2.5 1.3

1.9 0.1

4.7 1.5

2.0 2.8
3 3.
5 2.

3.1 3.7

2.5 2.8

4.63.5 4.61.5
1 8.

4.8 4.0

0.0 0.0

2.8 4.2

3.7 3.0

0.7 1.8

2.6 1.2

1.1 3.2

0.8 3.0

2.9 0.9

4.3 1.1

2.3 3.4

1.7 0.9

1.1 2.2

2.5 3.0

4.9 2.2

2.6 3.7

2.6 2.4

0.4 0.0

0.9 0.5

0.4 2.5

3.8 2.0

2.6 4.3

4.9 2.2

2.2 1.0

0.84.8 1.7

0.1 0.3

1.6 1.6

0.5 1.7

0.4 1.5

0.7 1.1

1.0 0.2

2.1 2.1

0.6 1.9

0.4 0.3

2.1 0.3

2.1 1.1

0.3 1.2

0.0 1.3

0.1 0.4

1.5 0.2

0.4 0.0

0.1 0.2

1.7 0.3

0.7 0.0

0.0 0.2

0.8 0.3

0.9 0.1

0.2 0.00.3

0.8 0.4

0.21.0 0.40.9

1.2 0.8

0.40.4 0.6

0.3 2.4

1.2 0.4

0.4 0.2

0.6 1.2

1.1 0.11.1

0.2 0.2
0 0
.9
.9

0.4 0.1 0 1.

0.5 1.7

0.9 0.4

0.8 0.4

0.4 1.00.4

0.7 0.3

0.9 1.6

0.8 0.1

1.3 0.3

0.0 0.0

0.6 1.0

1.0 1.6

0.90.7 0.2

0.6 0.6

0.6 0.7

0.9 0.4

0.6 1.3

0.2 0.5

0.7 1.1

1.5 0.7

0.4 1.5

1.9 0.2

0.5 0.41.1

0.51.0 0.1

0.40.8 1.5

1.1 0.2

1.9 1.1

0.3 0.1

0.0 1.11.0

2.0 0.3

1.0 1.4
0 0
.9
.3

0.5 2.2

0.80.6 2.2

5.5 0.4

0.7 5.2

0.6 2.3

5.1 1.4

1.1 6.9

4.0 7.8

10.3 7.0
8 7.

9.1 1.6

8.5 8.1

6.9 13.7

1.8 0.3

1.1 3.7

7.0 2.2

2.0 3.2

3.0 3.0

2.2 0.8

7.4 9.1

0.4 0.8

3.6 7.2

7.8 9.5

1.2 3.4

3.0 0.8

3.7 4.5

9.3 3.4

1.5 2.2

2.4 2.7

1.8 2.0

2.3 5.4

2.0 3.6

1.1 2.1

1.1 0.8

2.6 8.8

0.9 1.3

0.2 2.8

2.0 9.1

1.0 1.5

2.0 1.0

2.9 0.9

3.0 0.2

1.7 1.9

1.9 1.2

1.9 2.5

13.7 2.3

7.2 3.1

2.2 0.1

2.7 2.8

1.9 3.6

3.0 1.0

3.0 8.9

0.5 2.5

9.6 2.8

2.3 2.3

1.4 1.5

2.2 1.4

1.7 1.5

0.6 2.9

2.6 1.9

4.3 3.0

1.7 4.5

2.3 2.3

1.0 2.2

0.7 1.8

2.2 2.0

2.0 0.8

0.8 1.8

4.5 6.2

2.1 1.2

2.3 0.2

0.8 3.1

1.5 1.3

3.1 2.8

5.0 1.5

1.4 2.4

0.7 4.5

2.1 2.2

1.4 2.5

2.1 2.5

1.7 2.8

4.4 10.2

0.0 1.7

1.8 1.2

7.7 0.1

10.3 2.6

1.0 0.5

5.0 5.8

2.6 1.2

2.3 1.6

5.8 1.6

1.2 0.9

2.5 1.6

1.1 2.0

2.1 2.0

1.5 0.0

2.0 2.2

2.5 1.7

1.0 1.4

2.6 1.9

1.8 1.6

2.0 2.1

11.1 2.2

0.0 1.6

0.8 2.7

1.6 2.2

1.6 0.9

2.0 16.1

4.4 3.4

1.1 2.6

1.6 1.2

3.0 2.5

8.0 3.4

3.1 7.3

2.0 2.2

0.0 0.0

0.0 2.0

2.1 2.3

0.3 1.5

1.0 5.3

2.7 1.3

2.0 2.7

2.0 2.0

4.9 7.3

8.1 2.6

1.6 1.9

10.3 2.4

9.5 1.5

1.9 3.0

1.6 2.6

1.5 1.1

2.3 0.8

2.7 9.5

4.5 2.6

2.6 2.6

1.7 2.0

1.6 2.3

0.0 0.9

0.5 2.6

7.6 1.7

4.2 3.9

1.7 6.4

0.9 3.1

2.0 2.8

6.9 6.9

0.9 4.1 4.1

0.7 2.0

2.1 2.6

1.3 0.1

1.5 5.2

10.2 0.6

4.2 3.2
Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-225
Attachment 8
1262
OCTAM 5.0 - Year 2045 SACE Baseline PM Peak Period Forecasts Volumes in Thousands
Raw Volumes - Not For Distribution
3 3.
1 6. 3.7

1.9 1.7

0.6 2.2

0.6 7.1

4.9 2.2

3.1 4.1

6.1 4.8

4.7 0.7

2.0 0.4

1.2 1.9

4.9 51.6

6.1 4.4

3.0 3.5

4.4 1.2

5.8 2.6

7.4 2.4

3.4 2.1

1.5 2.8

3.6 3.6

3.1 3.4

4.5 4.1

3.4 2.1

1.6 5.1

3.2 3.3

9.2 3.4

1.7 1.5

11.9 6.0

1.8 4.3

10.3 5.5

2.8 4.7

1.0 3.7

2.7 9.3

8.5 7.7

7.13.1 2.9

5.4 2.2

5.1 0.2
4 3.
4 9.

24.9 2.5

5.6 10.2

12.2 0.7

2.7 8.0

7.1 3.5

3.4 4.0

3.8 1.3

18.1 15.0

0.9 3.0

3.6 3.4

9.2 8
1 .9

0.2 3.0

8.1 3.3

4.5 2.2

5.4 1.3

1.6 1.7

1.6 5.0

1.9 5.26.7

4.4 4.9

6.1 9.6
1 9.
1 6.
7 9.
6 6.
3 8.
3 9.
5 3.
4 1.

1.2 2.7

2.1 3.9
2 1.
0 4.

5.6 1.3

0.6 1.0

9.5 0.5

0.3 0.9
1 3.
0 2.
0 4.
2 7.

1.8 1.1

4.7 25.9

3.0 54.9

54.9 16.9

10.5 7 0.

5.3 6.4 6 4.
5 3.

2.5 5.6 1.0

0.4 8 6.
7 7.

2.0 1.7

2.8 7.2

8.9 8.7

9.2 3.6
5 1.
6 8. 7.0

5.3 0 3.
0 1.

5.47.3 4.5

6.1 3.6

5.7 7
8 .8
.5

4.0 5.5

0.0 1.2
2 1.
0 8.
5 8.
3 7.

0.81.2 8.5

8.2 4.4

3.9 0.4

0.0 1.8

0.2 5.4

1.6 8.4

8.2 2.7

2.1 1.8

3.1 27.6

2.8 3.2

1.8 3.9

1.6 6.8

52.5 0.4

2.0 13.2

4.8 2
0 .0
.4

3.3 4.6

0.6 13.6

4.8 15.2

5.8 1.0

2.5 6.0

1.1 0.4

3.3 4.0
2 1.
4 2.

3.04.5 9
8 .1
.4

11.7 9.4

0.5 8.6

10.9 2.6

9.1 11.0

1.5 5.8

2.1 3.7

2.2 3.0
8 6.
6 9. 0.8

29.4 30.0

1.5 5.2

5.5 6.4

8.2 1.2

3.5 2.7

3.7 3.4

2.9 2.3

3.21.0 2.9

3.6 1.426.6

3.0 12.7

10.9 1
7 .7 3.

10.8 31.3

2.2 2.2

5.23.4 24.4

2.8 2.4

3.5 2.2

8.1 7.8

25.1 4.5

3.7 4.4

8.5 2 6. 2 8.

9.68.0 2.2 3.4

34.7 9.4

7.9 6.1

8.7 14.0

2.3 30.8

2.6 43.1

9.4 10.2

9.47.6 3.6

39.2 14.3

9.1 3.9

7.1 16.9

2.6 34.1

10.2 7.6

3.3 11.4

9.4 2.9

42.0 3.0

3.0 0.9

2.9 11 0.
9 6.

2.0 10.3

8.1 0.9

9.6 14.0

2.7 2.6

3.7 1.2

3.5 0.0 3.0

2.0 3.3

5.4 0.1

1.7 4.3

4.1 2.8
1 4.
4 1.

2.9 7.9

2.0 39.1

2.4 8.0

4.9 1.9 1.6 3.1

3.5 1.9

4.2 1.7

3.3 38.9

41.9 3.3

52.5 4.2
7 4.
7 8.

1.6 1.6

6.2 5.0

0.0 6 2.
3 3.

1.6 0.0

3.3 5.0

3.0 3.0

3.0 3 3.
5 0.

3.4 47.6 8.6

9.9 3.6

12.7 13.3

2.5 12.0
9 9. 9.5

10.9 5.6 2.2 3.4

0.3 4.7

17.6 14.8

1.9 38.8

13.6 11.9

2.4 10 9.
11 7.

1.8 6.7 2.3

19.1 7.6

20.7 28.6

7.2 21.4

4.9 35.4

2.4 22.9

9.7 47.7

3.0 12.8
2 6.

2.9 3.1

4.3 3.4

15.2 15.3 0.1

3.0 11.8 8.335.3

2.9 7 0.
6 7.

1.6 0.0

3.2 9 7.
6 7.
6 7.
5 1.

1.4 0.4

2.8 56.8 7.2

8.3 1.4

0.2 0.6

2.3 2.1

3.5 1.5 3.8

11.9 2.3

10.3 10.1

13.4 41.4

0.4 31.8

4.7 3.0 1.7

1.1 4.55.9

1.6 12.6

3.3 0.7

2.1 12.0 1.4

37.7 11.019.9

1.5 24.7

36.1 2.1

5.9 9.6

8.6 9.0

7.6 10.9

3.2 1.6

4.4 7.9

12.3 1.0

5.9 9.8

1.9 12.3

7.3 1.3

46.7 10.1

5.6 1.3

47.4 11.5

5.6 1.1

1.3 9.4

9.0 6.8

3.0 2.4 0.0

5.2 25.1

32.8 19.5

2.2 3.4

4.4 62.4

3.5 34.3 6.9

1.3 0.6

4.4 1.5 4.1 5.6

5.8 2.9

4.5 8.5

5.8 3.3

2.5 8.5

3.1 1.4

4.8 4.2

4.0 1.5

1.3 2.0

4.3 3.7

4.8 2.6

8.5 7.7

1.0 5.3

2.6 3.3 0.9

0.7 7.3

2.4 2.4

2.2 7.2

2.1 8.3

9.63.1 12.8 1.3
3 9.6 .0

8.0 10.9

2.6 3.4

5.6 4.3

2.7 4.9

3.3 1.8 2.3

2.5 2.2 2.1

2.2 3.9

2.5 0.8

2.2 0.2

1.8 2.9

1.7 2.7

1.5 5.2

29.6 1.7

3.8 0.9

2.2 1.2

3.2 2.1

5.4 2.2

9.5 36.9 7.2

2.3 3.0

0.61.5 0.7

0.7 2.1

1.2 0.2

0.2 0.4

0.7 0.6

0.3 5.5

2.8 1.5

0.2 0
0 .3
.1

6.2 3.6

0.4 1.5

7.35.4 0.0

0.0 0.6

0.4 0.0

0.0 1.4

0.9 3.6

1.7 0.2

3.9 1.8

2.5 1.5

32.4 4.1

2.6 32.9

43.2 5.4

9.4 9.6

10.3 0.9

1.9 2.3

4.7 9.1
1 8.
1 6.

1.50.9 1 3.
1 7.

7.3 4.0

3.5 3.6 4.23.0
0 8.
0 9.

0.4 0.3

5.1 2.1

0.7 2.2

3.0 3.0

4.6 9.5

0.5 0.1

2.11.4 0.9

0.5 1.2

1.6 0.7

1.4 0.3

0.8 8 5.
7 6.

4.48.3 2.86.8

5.3 2.9

3.3 6.0

2.73.9 6.8

2.3 2 6.
0 6.

4.1 4.1 3.9

4.1 1 1.
2 4.

7.14.7 0.3

1.9 4.6

7.4 2 5.
0 6.

7.9 3.9 1.9

7.8 2.6

0.6 1.6

1.7 4.2

6.1 4.9

7.5 2.3

4.3 5.6

3.0 3.8

12.5 4.1

0.5 4.9

2.2 3 2.
6 0.

0.10.0 11.0

9.7 1.4

1.1 0.9

1.1 3.0

6.8 1.10.5 1.4

2.9 4.0

2.8 3.9

3.7 4.2

2.2 0.1

0.2 0.4

0.5 2.6

6.1 1.5

1.6 2.2

1.9 0.9

2.3 2.4

48.9 50.7

1.4 7.9

3.4 3.8

2.1 8.7

50.3 47.0

1.6 1.5

3.2 2.3

0.9 0.9

0.3 0.8

1.2 4.4

4.0 6.8

4.0 1.8

2.5 0.8

3.2 2.7

3.0 2.62.3

0.81.3 1.3

2.5 1.2

2.1 1.30.4

2.7 4.3

6.1 4.2

1.5 3.3

4.3 9.2

5.7 4.0

8.0 3.4

3.9 6.1

3.8 1.7

6.6 3.9

6.65.0 0 6.
0 5.
1 9.
1 9.

5.7 4.5
1 0.
2 1.

3.0 2.6
1 0.
2 5.

3.8 3.6
1 8.
0 8.

3.2 2.8

3.25.9 7.4

3.2 11.5

4.1 5 2.
2 4.

6.3 2.8

3.6 4.7
3 4.
4 4.

1.00.7 2.4

3.7 3.7

2.4 0.3

0.7 5.6

7.2 7.2

5.6 2.5

1.5 2.7

2.9 1.7

1.0 1.5

1.1 8.0

8.6 0.5

0.8 3.4

3.3 1.7

0.9 2
3 9.

5. 0.7

1.2 1.4

4.0 3.5

1.3 9.0

5.0 5.0

9.0 7
6 .2
.1

0.4 0.4

5.7 6.9

4.9 2.9

2.3 2.1

5.1 2.8

1.9 2.2

1.9 3.8

3.2 6.5

3.5 4.5

1.9 1.5

0.2 0.5

1.81.9 0.0

0.0 2.9

5.3 2.7

1.7 0.1

1.2 4.6

1.0 3.3

0.2 1.9
4 4.
4 8.

1.9 0.9

3.3 3.8

11.1 9.7

3.9 5.8

3.1 4.2

2.4 4.9

1.7 1.0

5.36.5 0.2

0.7 7.15.3

3.7 1.3

1.5 4.3

13.4 5.2

7.0 9.3

4.3 9.0

4.3 6.7

2.7 4.5

10.4 2.7

5.6 8.7

8.3 3.0

8.7 6.6

1.9 11.9

11.2 1.5

3.8 3.0

3.2 3.7

1.0 1.6

1.0 3.6

2.3 0.6

0.8 2.6

4.4 0.5

0.7 0.5

0.6 8.2

3.7 2.9

2.3 5.5

4.5 2.5

2.5 8.0

3.4 1.0

0.5 5.9

3.5 0.9

1.8 3.43.4

2.02.1 1.7

1.9 4.0

2.6 5.9

6.5 6.67.3

5.5 2.1

1.8 5.2 6.73.8

2.5 4.6

7.4 3.1

4.5 2.8

2.3 3.4 4.0

1.9 3.0

4.6 4.4

2.6 3.2

4.0 1.3

0.4 4.0

3.6 1.7

2.2 7.1

3.0 2.0

1.2 1.7

0.9 0.8

1.9 4.9

3.7 6.84.7

3.7 4.3
2 0
.8
.9

5.35.8 0.1

0.0 9.1

5.2 5.3

7.3 1.1 3.3

6.5 0.3

0.4 1.9

1.2 0.7

3.2 2.1 0.5

2.8 3.2

1.7 0.5

1.9 2.1

0.7 12.7

4.1 2.8

7.9 2.1

5.6 4.5

9.5 10.4

6.5 2.2

1.2 4.2

9.3 1.0

1.3 8 5.
3 1.

2.7 1.5

4.2 7.6

4.6 4.2

3.4 1.6

0.8 3.3

5.2 8.1 9.8

3.9 6.0

3.2 3.0

5.6 1.5

2.5 4.8

2.4 2.0

0.8 2.2

4.8 3.4

6.0 5.0

2.2 5.4

3.1 1.7

3.9 3.1

5.4 4.1

1.6 2.7

1.0 1.4

4.3 1.5

0.4 5.0

1.9 2.66.0

0.7 3.4

4.2 1.9

4.3 10.5

2.9 1.6

9.64.4 1 9.
2 0.

4.4 9.5

1.7 4.4

3.2 2.0

3.8 2.5

2.5 3.7

1.1 3.7

4.3 2.9

3.5 1.2

5.6 8.5

7.4 6.2

2.6 0.9

3.0 3.7

0.8 2.4 1.5

0.5 4.0

2.8 1.0

2.1 5.5

4.2 2.2

1.9 4.1

4.2 1.1

2.3 2.7

0.9 1.6

5.2 5.0

2.0 1
0 .0
.6

10.7 6.3

0.7 1.0

5.3 9.8

1.3 1.6

1.6 1.0

0.5 0.4

0.91.4 1.0

0.9 2.3

0.6 0.6

2.6 3.7

1.3 0.9

1.51.3 1.7

1.9 10.7

10.8 9.2

9.7 2.8

2.0 1.6

4.7 0.4

0.2 1
1 .1
.3 0.8

0.8 0.1

0.1 1.8

4.8 4.8

1.9 0.0

0.0 3.6

3.5 5.38.6

2.2 4.0

1.4 1.6

1.7 6.76.3

0.9 2.2

4.2 3.0

0.71.9 0.9

2.4 4.0

2.5 0.9

1.1 2.60.5

1.1 6.2

3.9 3.8

5.6 4.3

2.7 2.9

4.9 3.2

3.9 5.23.2 3.5

5.5 2.4

3.1 3.3

3.3 8.2

3.8 3.0

2.9 1.5

3.1 3.7

1.2 3.1

2.9 0.6

2.8 2.9

2.1 4.2

1.0 1.9

3.6 1.7

2.3 1.9

2.6 3.2

1.8 1.5

3.0 2.8

3.8 1.0

2.3 3.5

4.1 2.7

0.9 3.6

3.6 7.5

3.9 3.4

7.0 3.9

4.0 3.5

2.8 0.9

3.5 4.5

4.8 2.5

2.8 3.1

7.5 7.1

3.2 2.81.3

2.9 1.4

1.9 3.8

1.1 2.1 5.4

2.4 0.8

1.2 5.0

1.9 0.6

0.9 0.1

0.2 2.2

4.9 5.2

2.3 3.0

2.1 4.1

1.9 3.5

6.5 1.2

3.2 9.1

10.9 2.0

4.0 0.3

0.6 0.6

0.4 4.3

2.1 1 7.
3 6.

1.0 0.8

0.8 1.0
3 7.
1 7.

2.3 1.0

3.2 1.4

0.83.2 3.6

1.0 0.2

0.4 1.3

1.9 0.5

0.3 7.8

7.9 1.3

1.1 0.91.0

1.2 0.7

7.0 4.6

0.6 3.3

1.12.7 3.3

1.3 2.9

0.5 3.14.7

3.5 3.8

4.3 3.4

1.0 3.8

4.5 2.2

4.8 5.2

1.52.6 0.8

4.3 6.1

1.1 3.2

1.0 1.3

3.3 0.6

0.9 1.2

0.9 1.3 1.4

1.1 6.9

3.5 2.7

6.0 0.60.5
4 2.
7 4.

2.3 1.5

7.1 4.9

8.1 5.5
3 7.
4 8.

3.6 4 1.
2 3.

2.7 2.3

3.1 1 8.

1.5 0.91.4

0.2 0.6

1.22.8 1 2.
0 9.

1.9 0.7

1.3 2.6

2.6 1.1

0.2 0.5

0.5 2.9

2.1 1.6

2.5 0.8

1.2 0.9

1.7 1.6 1.9

2.1 1.2

1.2 1.7

3.4 1.2

2.7 0.9

1.1 1.3

0.8 2.33.9

2.4 2.4

3.5 4.2
0 9.

1.5 5.0

5.4 0.7

0.2 1.1

2.5 1.4

5.1 1.7

2.0 3.3

3.8 3.0

4.9 3.33.5

4.3 6.4

4.8 3.2

4.1 1.9 3.1

2.0 7
9 .1
.7

4.5 2.6

3.4 3.9

2.2 4.3

2.9 3.2

9.4 5.6

4.21.3 2.5

4.8 8.1

4.7 1.0

0.8 1.44.3
0 6.
0 8.

4.1 1.4

1.7 3.8
5 9.
3 2. 4.0

2.1 2.5

4.9 5.0

7.3 8 1.
6 4.

1.4 3.6 2.9

1.6 3.2

2.2 1.6

2.9 2 3.
3 4.

2.1 3.4

2.8 1.1

1.8 2.3 2.3

2.1 1 0.
2 4.

1.9 1.8
10 0.
8 9. 9 3.
10 2.

1.6 4.2

1.2 2 0.
3 8.

1.02.2 5.2

2.2 3.2

1.3 3.0

6.1 1.7

2.5 1.81.3

1.2 1.8

8.6 9.4

5.8 4.5

6.2 5.0

4.4 2.9

4.1 6.8

5.4 9.1

7.93.3 8 1.
6 5.

1.94.4 3.1

7.3 7.7

2.9 0 8.
0 6.
3 8.
6 1.

4.4 9.0 7.3

3.9 6.0

2.5 8
5 .4
.5

3.06.1 6 6.
8 1.

3.7 1.9

5.3 2.9 1.6

4.1 3 9.
2 5.

3.4 5.2
2 8.
2 2.

1.82.0 2 8.
1 4.

2.0 5.3 3.2

5.2 2.7

1.8 10 8.
9 5.

0.0 0.0
8 1.

7.6 2.41.7

7.5 8 6.
6 4.
4 1.

3.5 1.3 1.52.9
8 3.
6 7.

2.8 1.6
3 5.
3 4.

3.9 4.5

2.9 3.7
9 4.

10.7 11

9. .7
6 1.9

2.2 2.9

2.1 9.8

10.0 3.0

5.3 2.0

2.7 5.4

2.4 6.2

4.5 3 7.
1 8.

5.9 7.7

0.7 2 5.

8.8 5.2
0 0.
0 7.

10.2 10.0

5.1 5.7 7.2

7.4 0 5.

2.7 5
2 .3
.4

5.36.7 7.5

4.3 4.2

8.6 8.1

5.3 7 0.
7 3.

8.48.4 3 7.
4 3.

7.76.8 8.3

4.8 5.9

8.7 1 2.

0.6 5.0

8.1 6 9.
8 1.

7.4 4.1
7 8.
6 9.
6 5.

7.6 4.5

6.5 8.1

3.2 8 8.

7.4 4.0

5.1 3.0

7.1 5.0

3.8 9 6.
9 8.

7.0 10.1

3.36.1 6 5.
7 8. 8 8.
7 2.

3.9 6.5
6 3.
7 7.

7.7 5.2

7.9 9.0

2.44.5 3.5

3.3 4.9

7.3 7.7

4.6 4.8

4.1 4.3

5.2 4.6

6.8 6.1

8.7 4.7

5.1 5.2

4.8 3.4

3.9 3.5

4.2 4.5

4.8 10.3

11.6 4.6

4.6 11 2.
9 7.

1.7 3 0.
7 1.

4.6 4.2
4 4
.9
.0

2.8 3.4

1.7 0.5
3 1.

2.4 1.9

2.7 2.0

2.7 0 4.
1 2.

4.23.3 4.6

3.6 2.4

3.6 7 4.

8.3 6 7.
5 6.

7.5 6.0

0.9 3.2 5 9.
7 9.

3.8 1.7
6 6.
6 8.

1.2 2.7
7 0.
5 5.

3.5 1.8
1 9.
2 2.

1.6 2.6 3.0

0.9 5 1.
6 2.

2.20.7 5.5

6.7 1.5

3.1 1.12.5

3.8 4.0

2.5 3.1

2.6 0.9

2.6 1.2

5.5 6.4

4.0 5.3

0.5 2.2

1.2 2.2
3 8.
3 0. 3 0.
3 5.

1.8 1.6

1.0 2.1
9 2.
10 4.
11 9.
10 3.

0.3 0.2

0.6 2.7

2.8 2.6

1.7 0.5

3.1 4.1

4.5 2.4 5 5.
4 4.

2.07.0 3 1.
2 4. 1 6.
1 0.

6.12.4 7.9

4.2 9.0

8.7 8.5

8.0 2.5
2 6.9
.4

0.7 4.0

7.3 4.5

4.2 5.2

3.9 0.3

1.0 3.1

0.7 7.2

7.7 7
9 .9
.1

6.3 10.7

0.9 4.5

7.8 4.1

7.0 2.6

1.1 1.6

5.8 9.6

10.2 5.8
1 1
.2
.3

10.3 6.5

4.4 1.3

5.3 9.9

8.9 5.7 6.0

8.0 4 1.

3.9 4.3

3.3 7.2

3.1 3.6

7.4 3.1

4.4 4.6

7.7 1.21.8 7.1

3.4 2.2

2.7 1.5

1.6 2.7

3.3 2.1

3.3 2.9 2.5 2.1

8.0 2.2

6.0 5.3

9.8 3.5

7.3 4.3

5.6 6.2

7.1 8.05.6

3.0 3.6

4.77.3 1.8

1.7 2.2

3.3 6.02.5

9.0 8.7

8.34.0 3.0

6.7 8.2

8.5 3 8.
3 2.

3.6 7.7
4 2.
4 5.

6.6 2.7

8.7 4.4

6.6 7.62.2

5.9 3.7

5.8 5 8.
8 8.

8.14.1 3.9

5.6 5.5

8.4 7 5.
5 2.

6.0 3.7
4 7.
6 4.

3.95.7 4.6

5.8 5.22.9
2 3.
3 1.

3.2 4.8 4.9

2.9 3 6.
3 0.

4.3 3.9
4 3.
3 8.

2.9 4.8
5 6.
4 6.

4.3 4.0
3 1.
3 8.

3.0 3.6
3 5.
2 6.
9 8.
11 1.

2.93.8 4.2

3.3 10 4.
9 2.

2.8 3.8

2.5 8.1

6.2 3.4
4 1
.9
.1

4.5 2.7

2.7 4.5

4.3 4.6

1.9 1.5

3.4 5.4

1.62.9 2.6

1.5 4.3

2.2 1.32.1 2.1

1.3 4 2.

8.6 9
5 .8
.5

2.3 0.8 2.7

0.3 1.0

0.7 4.2

4.4 4.6

4.2 3.3

7.4 2.4

5.0 4.7

6.9 1.2

1.8 6.2

3.4 3.8
4 1
.5
.8 2.5

6.0 2.6

7.4 7
2 .9
.3

4.1 7.6

2.9 2.3 3.4

3.0 5.6

3.1 2.1

1.4 3.9

7.0 8.4

6.0 3.6

2.1 4.1

7.3 3.1

3.0 4.0

8.9 4.0

4.7 4.5

3.5 2 6.
0 7. 1 2.
3 7.

3.4 4.3 3.7

3.3 4.7

2.9 8 6.

7.3 3.6

4.1 7 3.
9 9.

3.9 3.6

2.7 4.5 3.92.4
3 5.
4 6.

2.73.7 6.3

8.0 7 0.
10 1.

4.8 2.4

2.9 3.7 4.51.7
4 7.
8 1.
8 6.
5 5.
4 7.
8 2.

1.4 3.6

5.5 8.4

4.4 1.7
5 5.
6 6. 6 1.
4 3.

3.31.7 1.2

3.5 3 0.
3 7.

1.2 2.2

2.3 1.6
3 9.
2 8.

2.6 2.2

4.2 3.8

2.12.8 3 5.
3 6.

1.8 1.9
3 8.
2 9. 3.6

3.7 2.4

3.1 2.3

2.5 11 3.
9 7.

3.2 1.9

5.2 5.3

2.3 4.5

6.0 5.3
7 7
.3
.6

8.0 3.6

0.3 2.1

8.6 7.8

2.2 0.8

5.2 13.9

8.4 8.0 8.0

8.4 6.9

8.0 3.5

9.0 9.4

4.3 3 9.
10 1.

3.2 5.9

4.3 9.2

6.8 2.9

2.66.0 3 5.
5 8.

7.0 2.7
4 8.
3 5.

7.2 2.9

1.4 4.5

3.16.8 3 8.
1 4.

8.54.2 3.2

6.6 9 4.
7 1. 7 5.
10 7.
3 2.
5 5.

3.9 5.7 6.6

2.6 5 3.
3 4.

6.7 2.5

2.7 6.1

5.8 10.4

10.7 6.8

2.96.9 6.6

10.1 8 5.
4 2.

5.4 2.2

3.2 8.5

2.6 4.5
7 9.
3 8.

5.1 2.1

6.3 7.3

2.5 3.5
6 4.
5 1.

2.3 1.5
2 6.
3 6.

2.2 2.8
3 9.
2 7.

2.4 2.0

3.9 2.5 2.0

2.4 3 9.
4 1.
4 0.
4 8.

2.9 2.9 3.4

2.8 3 6.
3 4.
3 8.
3 5.

11.5 11.0

2.7 1.8

9.6 14.0

2.0 3.4

4.6 4.1

10.3 5.5

3.1 3.9

3.4 1.5

3.3 0.8

0.9 4.5

8.0 4.2 5.2

6.9 8.6

5.0 3.7

9.4 4.5

6.3 9.0

1.7 2 4.
6 3. 8 7.
4 9.

3.3 7

6.1 9.
4 5.

3.7 9.0

7.8 3.1

7.0 4.2

3.9 5.9

2.5 6.9

1.0 4.5

5.5 3.1 4.7

7.4 10 5.
7 0. 6 1.
9 4.

4.8 2.0

4.7 4.1 3.6

4.6 1.9

4.2 3.8

4.8 5 8.

10.4 6.3

3.6 9.1

6.2 9

4. .3
3 9.8

5.6 7 4.

12.9 3.3

7.0 3 3.
8 7.

9.54.4 2.6

7.4 9 4.
4 3.

3.8 9.7 7.9

3.5 5.9

8.5 5 9.
7 0.
2 8.
2 4.

4.3 8.1
4 0.
2 9.

7.7 5.2
4 6.
4 0.

4.3 7.0
4 4.
4 1.

6.1 4.2
4 8.
4 4.

10.8 11.2

3.9 6.0

10.3 10.6

5.9 3.8

3.7 7.1

9.7 5.9

8.2 4.8

3.2 7.4

4.9 1.0 1.3

4.4 6.3

9.9 5.3

12.9 5.7

2.7 13.4

5.2 10.4

7.8 5.1

11.0 6.6

6.5 7.4

4.4 6.3

4.6 4.5

9.5 3.9

4.8 7 2.
4 7.

5.0 7.0

2.6 5.5

5.0 2.7
6 9.
10 6.

5.8 3.7
9 0.
5 5.

3.6 5.5
2 4.
5 3.

3.2 4.3
3 1.
5 4.

7.44.4 5 4.
2 1.

3.3 7.3

4.7 6.5

4.6 9.2 10.3
5 2.

5.7 4.5
8 1.
11 7.

5.4 3.5

3.6 6.4
11 8.
7 3.

5.7 1.8
1 4.
5 9.

1.9 5.1

5.5 2.6 2.3

5.5 5.6

5.6 2.4

5.0 4.3

2.2 2 8.
3 0. 4 2.
3 6.

4.12.4 4 3.
3 7. 4 4.
4 7.

2.2 4.2

2.23.8 4 1.
4 3. 3 9.
3 5.

3.5 2.1

9.2 9.4
9 8.
9 6.

4.4 2.7

1.4 3.0

3.4 8.9

4.4 1.3

10.7 5.7

9.0 3.9

6.3 13.4

3.3 6.3

5.9 2.4

4.9 10.7

4.3 4.7

8.3 5.7
5 9.
9 3.

1.4 3.8
11 6.
5 7.

13.3 6.0

6.0 8.3

4.2 9.8

9.4 8.7
7 3.
4 4.

2.7 6.3

7.4 8.9 11.3

4.3 5 4.
2 4.

5.0 9.3
2 0.
4 5.

7.7 4.0

12.2 6.9

3.36.6 6 0.

9.2 5.6

4.5 6.9

4.2 7.02.4 2.8

5.6 2 6.

7.2 0.9

2.3 2.3

7.7 6.8

3.8 1.88.3

5.8 8.9 10.6
5 4.

8.0 5.5
7 5.
9 3.

7.9 4.2

11.0 9.2

3.6 7.3 4.6

9.9 10.8

3.7 1 4.
5 3.

2.3 6.3
7 1.
7 4.

5.24.2 2 7.
2 8.

4.4 3.3

4.4 5.0
3 7.
4 2.

3.93.2 4 2.
3 7.

3.1 3.9
3 6.
4 0.

2.63.4 4.4

4.0 4 2.
4 0.

1.5 1.1
9 0.
8 0.

1.1 1.5

9.3 8.8

2.3 2.3
6 3.
2 4.

7.9 13.3

10.2 8.6
2 0.
5 3.

4.96.8 5 8.
2 5.

5.2 3.2
6 6.
10 8.

4.4 7.8

5.9 9.7

7.74.0 5.4

4.4 2.8

7.7 6.2

9.7 3 5.
5 8.

1.3 3.1

4.4 5.4

2.7 2.5

3.2 3.7

6.7 9.5

2.6 3.2
6 8.
8 5.

2.1 2.4
7 4.
6 0.

1.8 3.2
8 1.
7 8.

1.2 4.2
6 8.
5 6. 5 9.
5 9.

3.72.2 1.5

4.2 3 0.
2 7.

2.03.7 2 4.
2 9.

4.2 2.2

3.7 2.7
3 7.
3 0.

2.2 3.9
3 5.
3 4.

2.63.4 3 0.
2 5.
3 1.
3 3.

3.8 3.4
7 1.
7 3.

4.7 3.7
8 2.
9 0.

3.2 2.2

3.6 1.6

7.9 9.9

11.5 8.7
11 7
.3
.7

5.6 4.3

9.1 11.3

12.7 8.3

1.5 5.0
9 7.
11 4.

2.41.2 0.9

0.3 0.3

0.9 5 3.
4 6.

1.1 2.1
4 3.
5 5.

2.6 0.9 1.1

2.3 2 2.
2 7.

2.8 1.2
2 5.
2 3.

2.6 1.2
3 0.
2 6.

1.2 2.7
2 6.
2 8.

1.2 2.4
1 9.
2 2.

2.41.0 2 3.
2 1.
7 7.
7 5.

1.42.5 6 8.
6 4.

1.40.9 2.4

12.3 5.4 5.9

8.9 11.5

4.3 19.7

21.6 11.1

9.9 6 0.
2 6.

2.9 5.0

6.4 7 7.
1 4.

24.5 20.9 4.9

23.0 1.5

25.8 3.9

3.3 3.1

6.5 7.5

2.6 6 2.
5 2.

26.2 23.2 2.6

1.4 24.7

25.9 10 5.
7 2

0. .1

2.7 2.23.7
4 7.
6 0.

30.8 4.2

23.2 13.2

17.7 27.4

21.5 17.322.9

3.1 4.9

3.0 25.9

16.9 12.6

3.2 7.5

5.3 3.1

7.2 16.5

20.1 4.7

16.9 5.6

6.5 8.7

8.2 37.2

10.5 32.8

27.4 3 9.
7 6.

4.4 1.9

1.9 7 6.
9 6.

4.6 5.6

2.3 6.4

5.7 34.7

3.3 31.4

27.3 3.64.3
10 2.
10 3.

5.25.6 10.8
9 6.

3.4 36.1

32.7 29.5

1.7 5.1 3.91.8

2.3 8 3.
9 5.

6.8 7.8

2.8 35.0

26.8 2.6

31.4 3.5

2.4 3.3
8 9.
10 1.

33.7 26.4

2.7 29.1

3.3 4.6 6.52.6
3 6.
2 1.
6 4.
6 1.

4.7 6.6

31.2 25.5 2.2

25.5 11.7

8.3 9.7

11.7 8
9 .9
.7
37 2.
40 8.

9.4 27 8.
37 7.
33 8. 12.2
35 5.

46.0 6.5

7.7 10.5

7.3 3.7

12.4 8.09.9

10.3 36 6.

41.0 3.9

5.7 30.9

44.9 8.97.9

4.9 8.2

6.6 2 6.
3 5. 1 1.
1 7.

10.510.6

26.4 23 2.

29.4 36 8.
32 2.

12.8 1.6

35.2 51.9

2.8 1.6

4.6 4.4

4.1 5.5 5.5

4.1 38.0

4.5 46.3

50.8 7.0

6.0 2.5

7.9 9.4

37.2 47.5 1.8

4.1 33.1

49.3 3.1

6.0 6.4

5.2 6.0

6.7 5.5

5.9 3.5

8.77.9 34.3

40.5 2.6

2.8 31.5

43.1 11.4

6.1 7.1

13.0 14.2

5.4 37.4

35.6 2.9
7 2.

29.7 38.6 17.2
18 2.

14.6 3.3

10.8 10.7

9.3 2.4

5.9 12.1

3.7 36.1
13 5.
10 7.

2.4 8 3.
8 1.

39.1 47.2 7.4

2.8 39.2

54.7 4.0

3.8 5.7

5.9 1.4

4.3 4.0

42.0 51.6

7.9 5.1

3.1 4.8

7.1 1.6

5.5 4.8

42.2 3.3 0.0

55.8 6 6.
5 0.

6.1 7.5

6.1 3.3

0.0 4.1

3.2 5.8

5.8 6.7

3.4 45.3

0.4 44.9

56.7 6.0

3.1 3.8

0.6 5

4.5 .1

1.7 1.1
6 9.
0 6.

48.7 55.6

6.8 44.2

59.4 12.7
9 6.

9.5 10.9
11 9.
7 4.

51.2 57.0

2.6 48.7 5.6

9.2 9.3

2.0 7.6

8.3 10.7

7.7 17.3

30.1 54.9

33.6 2.5 31.1

41.3 8.6

10.2 3.4

13.4 11.5

12.4 8.9

34.4 29.6

5.7 27.8

43.3 6.0

34.4 8.5

51.1 14.6

10.2 0.5

43.6 31.9

11.0 36.6

37.9 5 2.

53.1 58.3
9 7.
5 0. 6 4.
6 7. 6.7

6.4 50.6

1.7 55.1

2.2 48.4

54.0 2.8

4.2 8.5

8.2 5.8

7.9 2.67.8 6.1

49.9 51.4

2.2 2.3

47.6 53.7

4.0 4.6 5.5

4.1 9 6.
4 9. 4 7.
10 3.2.6

50.8 51.0

1.8 2.7 48.1

54.5 1 5.

4.53.5 4.4

4.9 2.9

4.54.6 4.1

4.9 4.9

7.0 3.0 47.4

4.1 44.8

8.3 39.1

48.9 38.4

37.6 50.4

51.0 7.4

9.1 2.6

1.6 5.0

3.1 3.2

4.5 6.9

8.6 2.3 47.8

48.9 3.9

5.3 3.5

7.0 5.0

1.5 5.5

5.6 51.3

47.4 3.4
4 2.

46.0 48.6

48.3 2.4

45.3 47.7
Legend
0 .33 .67 1
Miles
Volume in Thousands
Roadways:2
1 - Freeway
2 - Six+ Lane Divided3 - Four Lane Divided
4 - Four Lane Undivided5 - Two Lane Divided
6 - Two Lane Undivided
7 - Smart Street/Expressway
8 - HOV Facility
9 - Ramp
10 - Toll Facility
K-226
Attachment 8
1263

APPENDIX D

ANALYSIS WORKSHEETS
K-227
Attachment 8
1264
APPENDIX D.1
ANALYSIS WORKSHEETS –
2020 NP (AM Peak Hour)
K-228
Attachment 8
1265
2020 NP AM Peak Hour Thu Oct 22, 2020 13:45:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2020 NP AM Peak Hour
Command: Default Command
Volume: 2020 NP AM
Geometry: NP
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-229
Attachment 8
1266
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:21 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Impact Analysis Report
Level Of Service
Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 1 Euclid St and 1st St D xxxxx 0.849 D xxxxx 0.849 + 0.000 V/C # 2 Euclid St and McFadden Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 3 Euclid St and Edinger Ave D xxxxx 0.861 D xxxxx 0.861 + 0.000 V/C # 4 Newhope St and Hazard Ave C xxxxx 0.709 C xxxxx 0.709 + 0.000 V/C # 5 Newhope St and McFadden Ave D xxxxx 0.828 D xxxxx 0.828 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 27.4 0.695 C 27.4 0.695 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 11.5 0.457 B 11.5 0.457 + 0.000 D/V # 8 Harbor Blvd and Westminster Av D xxxxx 0.820 D xxxxx 0.820 + 0.000 V/C # 9 Harbor Blvd and 1st St D xxxxx 0.807 D xxxxx 0.807 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.791 C xxxxx 0.791 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave C xxxxx 0.766 C xxxxx 0.766 + 0.000 V/C # 12 Harbor Blvd and Warner Ave D xxxxx 0.808 D xxxxx 0.808 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.978 E xxxxx 0.978 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave B xxxxx 0.608 B xxxxx 0.608 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.754 C xxxxx 0.754 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.702 C xxxxx 0.702 + 0.000 V/C # 17 Harbor Blvd and I-405 WB Off-R B 19.7 0.695 B 19.7 0.695 + 0.000 D/V # 18 Harbor Blvd and I-405 EB Off-R B 13.2 0.524 B 13.2 0.524 + 0.000 D/V # 19 Fairview St and Civic Center D B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.872 D xxxxx 0.872 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.786 C xxxxx 0.786 + 0.000 V/C # 22 Fairview St and Edinger Ave C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.850 D xxxxx 0.850 + 0.000 V/C # 24 Fairview St and MacArthur Blvd C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-230
Attachment 8
1267
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:22 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave C xxxxx 0.705 C xxxxx 0.705 + 0.000 V/C # 26 Greenville St and Edinger Ave A xxxxx 0.563 A xxxxx 0.563 + 0.000 V/C # 27 Greenville St and Segerstrom A C xxxxx 0.727 C xxxxx 0.727 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.715 C xxxxx 0.715 + 0.000 V/C # 29 Raitt St and Edinger Ave D xxxxx 0.851 D xxxxx 0.851 + 0.000 V/C # 30 Bear St and MacArthur Blvd C xxxxx 0.737 C xxxxx 0.737 + 0.000 V/C # 31 Bristol St and 17th St C xxxxx 0.725 C xxxxx 0.725 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.827 D xxxxx 0.827 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd B xxxxx 0.669 B xxxxx 0.669 + 0.000 V/C # 34 Bristol St and 1st St C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 35 Bristol St and McFadden Ave C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C # 36 Bristol St and Warner Ave C xxxxx 0.767 C xxxxx 0.767 + 0.000 V/C # 37 Bristol St and Segerstrom Ave C xxxxx 0.794 C xxxxx 0.794 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.556 A xxxxx 0.556 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.738 C xxxxx 0.738 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.635 B xxxxx 0.635 + 0.000 V/C # 41 Bristol St and I-405 WB Ramps B 19.1 0.500 B 19.1 0.500 + 0.000 D/V # 42 Bristol St and I-405 EB Ramps C 22.3 0.607 C 22.3 0.607 + 0.000 D/V # 43 Flower St and Santa Ana Blvd A xxxxx 0.596 A xxxxx 0.596 + 0.000 V/C # 44 Flower St and 1st St C xxxxx 0.795 C xxxxx 0.795 + 0.000 V/C # 45 Flower St and McFadden Ave D xxxxx 0.819 D xxxxx 0.819 + 0.000 V/C # 46 Flower St and Segerstrom Ave C xxxxx 0.769 C xxxxx 0.769 + 0.000 V/C # 47 Flower St and MacArthur Blvd B xxxxx 0.698 B xxxxx 0.698 + 0.000 V/C # 48 Main St and La Veta Ave A xxxxx 0.574 A xxxxx 0.574 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.485 A xxxxx 0.485 + 0.000 V/C # 50 Main St and 17th St D xxxxx 0.821 D xxxxx 0.821 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-231
Attachment 8
1268
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:23 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr C xxxxx 0.755 C xxxxx 0.755 + 0.000 V/C # 52 Main St and Santa Ana Blvd B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.490 A xxxxx 0.490 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.758 C xxxxx 0.758 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.902 E xxxxx 0.902 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.735 C xxxxx 0.735 + 0.000 V/C # 58 Penn Wy and 17th St B 11.2 0.602 B 11.2 0.602 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 31.2 0.740 C 31.2 0.740 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps B 19.0 0.436 B 19.0 0.436 + 0.000 D/V # 61 Santiago St and Civic Center D C 16.9 0.723 C 16.9 0.723 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd A xxxxx 0.553 A xxxxx 0.553 + 0.000 V/C # 64 Standard Ave and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave B xxxxx 0.609 B xxxxx 0.609 + 0.000 V/C # 66 Halladay St and Warner Ave B xxxxx 0.659 B xxxxx 0.659 + 0.000 V/C # 67 Halladay St and Dyer Rd A xxxxx 0.567 A xxxxx 0.567 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 19.8 0.615 B 19.8 0.615 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 19.2 0.742 B 19.2 0.742 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 23.7 0.552 C 23.7 0.552 + 0.000 D/V # 71 Glassell St and La Veta Ave B xxxxx 0.603 B xxxxx 0.603 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 28.5 0.741 C 28.5 0.741 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 27.0 0.760 C 27.0 0.760 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.680 B xxxxx 0.680 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave D xxxxx 0.885 D xxxxx 0.885 + 0.000 V/C # 76 Grand Ave and 17th St C xxxxx 0.797 C xxxxx 0.797 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-232
Attachment 8
1269
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:23 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 77 Grand Ave and I-5 NB Ramps B 12.9 0.516 B 12.9 0.516 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 23.8 0.662 C 23.8 0.662 + 0.000 D/V # 79 Grand Ave and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 80 Grand Ave and Chestnut Ave C xxxxx 0.705 C xxxxx 0.705 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.829 D xxxxx 0.829 + 0.000 V/C # 82 Grand Ave and Edinger Ave C xxxxx 0.763 C xxxxx 0.763 + 0.000 V/C # 83 Grand Ave and Warner Ave A xxxxx 0.528 A xxxxx 0.528 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd B 16.3 0.530 B 16.3 0.530 + 0.000 D/V # 85 Cambridge St and La Veta Ave C 17.3 0.799 C 17.3 0.799 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.559 A xxxxx 0.559 + 0.000 V/C # 87 Mabury St and 1st Street C 28.3 0.691 C 28.3 0.691 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.521 A xxxxx 0.521 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 12.9 0.734 B 12.9 0.734 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 24.2 0.731 C 24.2 0.731 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave E xxxxx 0.977 E xxxxx 0.977 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave D xxxxx 0.866 D xxxxx 0.866 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.748 C xxxxx 0.748 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.701 C xxxxx 0.701 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 24.4 0.558 C 24.4 0.558 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 24.0 0.463 C 24.0 0.463 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave A xxxxx 0.569 A xxxxx 0.569 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.485 A xxxxx 0.485 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.575 A xxxxx 0.575 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy A xxxxx 0.524 A xxxxx 0.524 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv B xxxxx 0.664 B xxxxx 0.664 + 0.000 V/C #102 Red Hill Ave and Main St B xxxxx 0.670 B xxxxx 0.670 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-233
Attachment 8
1270
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:24 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#103 I-5 SB Ramps and Santa Ana Blv B 17.4 0.514 B 17.4 0.514 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave A xxxxx 0.475 A xxxxx 0.475 + 0.000 V/C #105 Von Karman Ave and Barranca Pk C xxxxx 0.762 C xxxxx 0.762 + 0.000 V/C #106 Red Hill Avenue and El Camino C xxxxx 0.706 C xxxxx 0.706 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 20.3 0.670 C 20.3 0.670 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 22.0 0.784 C 22.0 0.784 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa B xxxxx 0.653 B xxxxx 0.653 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C #111 Red Hill Avenue and Valencia A A xxxxx 0.544 A xxxxx 0.544 + 0.000 V/C #112 Tustin Ranch Road and Warner A A xxxxx 0.426 A xxxxx 0.426 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.193 F xxxxx 1.193 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 23.2 0.970 C 23.2 0.970 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul B 19.8 0.797 B 19.8 0.797 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-234
Attachment 8
1271
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:25 Page 3-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Euclid St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.849
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 65 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include WideBypass WideBypass
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 124 1044 179 207 1844 104 218 811 153 184 586 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 1044 179 207 1844 104 218 811 153 184 586 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 1044 179 207 1844 104 218 811 153 184 586 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 124 1044 179 207 1844 104 218 811 153 184 586 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 124 1044 179 207 1844 104 218 811 153 184 586 188 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.56 0.44 1.00 2.84 0.16 1.00 2.52 0.48 1.00 2.27 0.73 Final Sat.: 1600 4297 703 1600 4744 256 1600 4238 762 1600 3834 1166 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.25 0.13 0.39 0.41 0.14 0.19 0.20 0.12 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-235
Attachment 8
1272
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:26 Page 4-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Euclid St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.909
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 92 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 145 1100 131 137 1906 158 227 463 287 166 368 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 1100 131 137 1906 158 227 463 287 166 368 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 145 1100 131 137 1906 158 227 463 287 166 368 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 145 1100 131 137 1906 158 227 463 287 166 368 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 145 1100 131 137 1906 158 227 463 287 166 368 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 2.68 0.32 1.00 2.77 0.23 1.00 1.23 0.77 1.00 1.45 0.55 Final Sat.: 1600 4489 511 1600 4633 367 1600 2075 1225 1600 2418 882 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.25 0.26 0.09 0.41 0.43 0.14 0.22 0.23 0.10 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-236
Attachment 8
1273
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:28 Page 5-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 134 845 72 127 1842 169 172 753 460 100 609 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 845 72 127 1842 169 172 753 460 100 609 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 845 72 127 1842 169 172 753 460 100 609 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 134 845 72 127 1842 169 172 753 460 100 609 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 845 72 127 1842 169 172 753 460 100 609 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.76 0.24 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4623 377 3200 4597 403 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.19 0.04 0.40 0.42 0.11 0.22 0.29 0.06 0.18 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-237
Attachment 8
1274
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:30 Page 6-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Newhope St and Hazard Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.709
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 738 105 91 1341 123 78 199 147 51 170 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 738 105 91 1341 123 78 199 147 51 170 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 738 105 91 1341 123 78 199 147 51 170 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 98 738 105 91 1341 123 78 199 147 51 170 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 738 105 91 1341 123 78 199 147 51 170 68 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.75 0.25 1.00 1.83 0.17 1.00 1.15 0.85 1.00 1.43 0.57 Final Sat.: 1600 2901 399 1600 3031 269 1600 1940 1360 1600 2386 914 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.26 0.06 0.44 0.46 0.05 0.10 0.11 0.03 0.07 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-238
Attachment 8
1275
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:31 Page 7-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Newhope St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.828
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 110 491 173 119 1183 110 135 492 160 176 449 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 491 173 119 1183 110 135 492 160 176 449 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 491 173 119 1183 110 135 492 160 176 449 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 110 491 173 119 1183 110 135 492 160 176 449 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 491 173 119 1183 110 135 492 160 176 449 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.48 0.52 1.00 1.83 0.17 1.00 1.51 0.49 1.00 1.64 0.36 Final Sat.: 1600 2466 834 1600 3028 272 1600 2515 785 1600 2717 583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.21 0.07 0.39 0.40 0.08 0.20 0.20 0.11 0.17 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-239
Attachment 8
1276
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:32 Page 8-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #6 Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.695
Loss Time (sec): 5 Average Delay (sec/veh): 27.4
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 1274 0 0 1354 18 74 0 121 836 44 117
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 1274 0 0 1354 18 74 0 121 836 44 117
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 1274 0 0 1354 18 74 0 121 836 44 117
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 1274 0 0 1354 18 74 0 121 836 44 117
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 1274 0 0 1354 18 74 0 121 836 44 117
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.90 1.00 0.90 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.96 0.04 0.38 0.00 0.62 1.90 0.10 1.00 Final Sat.: 1805 5187 0 0 5109 68 648 0 1059 3448 181 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.25 0.00 0.00 0.27 0.27 0.11 0.00 0.11 0.24 0.24 0.07 Crit Moves: **** **** **** ****
Green/Cycle: 0.06 0.44 0.00 0.00 0.38 0.38 0.16 0.00 0.16 0.35 0.35 0.35 Volume/Cap: 0.70 0.56 0.00 0.00 0.70 0.70 0.70 0.00 0.70 0.70 0.70 0.21 Delay/Veh: 65.4 21.3 0.0 0.0 27.2 27.2 46.8 0.0 46.8 29.7 29.7 23.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.4 21.3 0.0 0.0 27.2 27.2 46.8 0.0 46.8 29.7 29.7 23.0 LOS by Move: E C A A C C D A D C C C
HCM2k85thQ: 6 16 0 0 21 21 11 0 11 19 19 4
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-240
Attachment 8
1277
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:33 Page 9-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #7 Trask Avenue and SR-22 EB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.457
Loss Time (sec): 5 Average Delay (sec/veh): 11.5
Optimal Cycle: 23 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 651 815 0 0 738 138
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 651 815 0 0 738 138
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 651 815 0 0 738 138
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 0 651 815 0 0 738 138
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 651 815 0 0 738 138
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.93 0.93 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.68 0.32 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 2968 555
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.43 0.00 0.00 0.25 0.25 Crit Moves: **** ****
Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.41 0.95 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.45 0.00 0.00 0.46 0.46 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 21.9 0.4 0.0 0.0 14.0 14.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 21.9 0.4 0.0 0.0 14.0 14.0 LOS by Move: A A A A A A C A A A B B
HCM2k85thQ: 0 0 0 0 0 0 12 4 0 0 13 13
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-241
Attachment 8
1278
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:33 Page 10-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Harbor Blvd and Westminster Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.820
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 56 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 178 1173 251 212 1663 95 176 927 33 212 574 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1173 251 212 1663 95 176 927 33 212 574 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 1173 251 212 1663 95 176 927 33 212 574 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 178 1173 251 212 1663 95 176 927 33 212 574 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 1173 251 212 1663 95 176 927 33 212 574 156 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.90 0.10 1.00 3.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 4835 165 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.16 0.13 0.33 0.06 0.11 0.19 0.20 0.13 0.11 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-242
Attachment 8
1279
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:34 Page 11-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Harbor Blvd and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.807
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 117 935 202 227 1914 124 140 932 181 245 621 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 935 202 227 1914 124 140 932 181 245 621 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 935 202 227 1914 124 140 932 181 245 621 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 117 935 202 227 1914 124 140 932 181 245 621 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 935 202 227 1914 124 140 932 181 245 621 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 1600 5100 1600 1600 5100 1600 3200 4219 781 3200 4091 909 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.18 0.13 0.14 0.38 0.08 0.04 0.22 0.23 0.08 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-243
Attachment 8
1280
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:35 Page 12-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Harbor Blvd and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.791
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 104 1059 101 182 1919 64 167 435 130 190 430 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 1059 101 182 1919 64 167 435 130 190 430 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 1059 101 182 1919 64 167 435 130 190 430 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 104 1059 101 182 1919 64 167 435 130 190 430 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 1059 101 182 1919 64 167 435 130 190 430 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 2.90 0.10 1.00 1.54 0.46 1.00 1.56 0.44 Final Sat.: 3200 5100 1600 3200 4845 155 1600 2564 736 1600 2588 712 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.21 0.06 0.06 0.40 0.41 0.10 0.17 0.18 0.12 0.17 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-244
Attachment 8
1281
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:36 Page 13-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Harbor Blvd and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.766
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 46 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 103 772 146 183 2105 61 107 644 323 221 491 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 772 146 183 2105 61 107 644 323 221 491 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 772 146 183 2105 61 107 644 323 221 491 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 772 146 183 2105 61 107 644 323 221 491 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 772 146 183 2105 61 107 644 323 221 491 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.09 0.06 0.41 0.04 0.03 0.19 0.20 0.07 0.10 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-245
Attachment 8
1282
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:37 Page 14-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Harbor Blvd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.808
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 54 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 115 701 178 457 2059 123 97 1385 364 151 792 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 701 178 457 2059 123 97 1385 364 151 792 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 701 178 457 2059 123 97 1385 364 151 792 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 115 701 178 457 2059 123 97 1385 364 151 792 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 701 178 457 2059 123 97 1385 364 151 792 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.39 0.61 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4028 972 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.14 0.40 0.08 0.03 0.27 0.23 0.05 0.16 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-246
Attachment 8
1283
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:38 Page 15-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.978
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 791 50 171 2299 86 88 737 297 117 362 82
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 791 50 171 2299 86 88 737 297 117 362 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 791 50 171 2299 86 88 737 297 117 362 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 791 50 171 2299 86 88 737 297 117 362 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 791 50 171 2299 86 88 737 297 117 362 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.82 0.18 1.00 2.89 0.11 1.00 1.43 0.57 1.00 2.00 1.00 Final Sat.: 3200 4715 285 1600 4827 173 1600 2381 919 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.18 0.11 0.48 0.50 0.06 0.31 0.32 0.07 0.11 0.05 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-247
Attachment 8
1284
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:39 Page 16-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 MacArthur Blvd and Hyland Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 69 3 19 8 2 19 7 1953 775 64 490 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 3 19 8 2 19 7 1953 775 64 490 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 3 19 8 2 19 7 1953 775 64 490 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 3 19 8 2 19 7 1953 775 64 490 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 3 19 8 2 19 7 1953 775 64 490 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 0.14 0.86 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 218 1382 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.01 0.01 0.01 0.00 0.01 0.00 0.38 0.48 0.04 0.10 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-248
Attachment 8
1285
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:40 Page 17-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 MacArthur Blvd and Harbor Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.754
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 128 898 92 316 1820 126 126 1141 344 133 443 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 898 92 316 1820 126 126 1141 344 133 443 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 898 92 316 1820 126 126 1141 344 133 443 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 898 92 316 1820 126 126 1141 344 133 443 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 898 92 316 1820 126 126 1141 344 133 443 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.06 0.10 0.36 0.08 0.08 0.22 0.22 0.08 0.09 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-249
Attachment 8
1286
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:41 Page 18-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Harbor Blvd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.702
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 217 1107 205 246 2324 57 9 109 42 130 166 94
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 217 1107 205 246 2324 57 9 109 42 130 166 94 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 217 1107 205 246 2324 57 9 109 42 130 166 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 217 1107 205 246 2324 57 9 109 42 130 166 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 217 1107 205 246 2324 57 9 109 42 130 166 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.44 0.56 1.00 1.28 0.72 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 2410 890 1603 2044 1152 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.13 0.08 0.46 0.04 0.01 0.05 0.05 0.08 0.08 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-250
Attachment 8
1287
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:42 Page 19-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #17 Harbor Blvd and I-405 WB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.695
Loss Time (sec): 5 Average Delay (sec/veh): 19.7
Optimal Cycle: 38 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1567 0 0 2327 0 0 0 0 508 0 894
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1567 0 0 2327 0 0 0 0 508 0 894
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1567 0 0 2327 0 0 0 0 508 0 894
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1567 0 0 2327 0 0 0 0 508 0 894
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1567 0 0 2327 0 0 0 0 508 0 894
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 0.00 4.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 1.36 0.00 1.64 Final Sat.: 0 6916 0 0 6916 0 0 0 0 2298 0 2762
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.23 0.00 0.00 0.34 0.00 0.00 0.00 0.00 0.22 0.00 0.32 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.48 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.47 0.00 0.47 Volume/Cap: 0.00 0.47 0.00 0.00 0.69 0.00 0.00 0.00 0.00 0.47 0.00 0.69 Delay/Veh: 0.0 17.3 0.0 0.0 20.7 0.0 0.0 0.0 0.0 18.4 0.0 22.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.3 0.0 0.0 20.7 0.0 0.0 0.0 0.0 18.4 0.0 22.2 LOS by Move: A B A A C A A A A B A C
HCM2k85thQ: 0 13 0 0 24 0 0 0 0 12 0 21
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-251
Attachment 8
1288
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:43 Page 20-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #18 Harbor Blvd and I-405 EB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
Loss Time (sec): 5 Average Delay (sec/veh): 13.2
Optimal Cycle: 26 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 0 0 4 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1729 0 0 1504 0 385 0 429 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1729 0 0 1504 0 385 0 429 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1729 0 0 1504 0 385 0 429 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1729 0 0 1504 0 385 0 429 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1729 0 0 1504 0 385 0 429 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 0.00 4.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 5187 1900 0 6916 0 2518 0 2611 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.00 0.00 0.22 0.00 0.15 0.00 0.16 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.64 0.00 0.00 0.64 0.00 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.00 0.52 0.00 0.00 0.34 0.00 0.49 0.00 0.52 0.00 0.00 0.00 Delay/Veh: 0.0 10.1 0.0 0.0 8.5 0.0 28.0 0.0 28.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.1 0.0 0.0 8.5 0.0 28.0 0.0 28.5 0.0 0.0 0.0 LOS by Move: A B A A A A C A C A A A
HCM2k85thQ: 0 16 0 0 9 0 10 0 11 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-252
Attachment 8
1289
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:44 Page 21-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Fairview St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 6 1278 414 243 1402 6 6 23 23 300 9 155
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1278 414 243 1402 6 6 23 23 300 9 155
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1278 414 243 1402 6 6 23 23 300 9 155
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 6 1278 414 243 1402 6 6 23 23 300 9 155
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1278 414 243 1402 6 6 23 23 300 9 155
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.27 0.73 1.00 2.99 0.01 0.23 0.89 0.88 1.94 0.06 1.00 Final Sat.: 1600 3826 1174 1600 4980 20 369 1415 1415 3107 93 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.35 0.15 0.28 0.29 0.02 0.02 0.02 0.10 0.10 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-253
Attachment 8
1290
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:45 Page 22-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #20 Fairview St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.872
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 73 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include WideBypass Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 157 1206 227 241 1401 161 214 1233 191 163 732 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 1206 227 241 1401 161 214 1233 191 163 732 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 1206 227 241 1401 161 214 1233 191 163 732 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 157 1206 227 241 1401 161 214 1233 191 163 732 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 1206 227 241 1401 161 214 1233 191 163 732 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 2.69 0.31 1.00 2.60 0.40 1.00 2.25 0.75 Final Sat.: 1600 5100 1600 1600 4505 495 1600 4356 644 1600 3796 1204 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.24 0.14 0.15 0.31 0.33 0.13 0.28 0.30 0.10 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-254
Attachment 8
1291
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:46 Page 23-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Fairview St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.786
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 121 1294 173 142 1727 125 221 522 120 194 500 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 1294 173 142 1727 125 221 522 120 194 500 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 1294 173 142 1727 125 221 522 120 194 500 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 121 1294 173 142 1727 125 221 522 120 194 500 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 1294 173 142 1727 125 221 522 120 194 500 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.63 0.37 1.00 1.85 0.15 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2702 598 1600 3063 237 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.11 0.09 0.34 0.08 0.14 0.19 0.20 0.12 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-255
Attachment 8
1292
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:47 Page 24-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Fairview St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.753
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 831 116 215 1503 127 237 657 176 421 553 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 831 116 215 1503 127 237 657 176 421 553 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 831 116 215 1503 127 237 657 176 421 553 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 831 116 215 1503 127 237 657 176 421 553 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 831 116 215 1503 127 237 657 176 421 553 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.63 0.37 2.00 2.77 0.23 2.00 2.37 0.63 2.00 2.50 0.50 Final Sat.: 3200 4412 588 3200 4626 374 3200 3986 1014 3200 4204 796 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.20 0.07 0.32 0.34 0.07 0.16 0.17 0.13 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-256
Attachment 8
1293
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:48 Page 25-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Fairview St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.850
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 65 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 215 952 125 205 1628 119 69 1010 301 307 926 300 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 952 125 205 1628 119 69 1010 301 307 926 300 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 215 952 125 205 1628 119 69 1010 301 307 926 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 215 952 125 205 1628 119 69 1010 301 307 926 300 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 215 952 125 205 1628 119 69 1010 301 307 926 300 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 2.65 0.35 2.00 2.80 0.20 2.00 2.31 0.69 2.00 2.27 0.73 Final Sat.: 3200 4443 557 3200 4673 327 3200 3898 1102 3200 3825 1175 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.22 0.06 0.35 0.36 0.02 0.26 0.27 0.10 0.24 0.26 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-257
Attachment 8
1294
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:50 Page 26-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Fairview St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.704
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 248 771 89 307 1546 173 125 1019 150 235 494 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 771 89 307 1546 173 125 1019 150 235 494 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 771 89 307 1546 173 125 1019 150 235 494 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 248 771 89 307 1546 173 125 1019 150 235 494 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 771 89 307 1546 173 125 1019 150 235 494 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.69 0.31 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4503 497 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.17 0.18 0.10 0.30 0.11 0.04 0.20 0.09 0.07 0.10 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-258
Attachment 8
1295
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:50 Page 27-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #25 Fairview Rd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.705
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1071 163 204 1738 111 49 322 65 306 256 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 1071 163 204 1738 111 49 322 65 306 256 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 1071 163 204 1738 111 49 322 65 306 256 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 1071 163 204 1738 111 49 322 65 306 256 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 1071 163 204 1738 111 49 322 65 306 256 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.82 0.18 2.00 1.66 0.34 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4712 288 3200 2763 537 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.10 0.06 0.37 0.39 0.02 0.12 0.12 0.10 0.08 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-259
Attachment 8
1296
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:51 Page 28-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Greenville St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.563
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 186 0 251 0 0 0 0 960 234 172 915 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 0 251 0 0 0 0 960 234 172 915 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 0 251 0 0 0 0 960 234 172 915 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 186 0 251 0 0 0 0 960 234 172 915 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 0 251 0 0 0 0 960 234 172 915 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.41 0.59 1.00 2.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4059 941 1600 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.16 0.00 0.00 0.00 0.00 0.24 0.25 0.11 0.27 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-260
Attachment 8
1297
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:52 Page 29-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Greenville St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.727
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include WideBypass WideBypass
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 193 78 154 472 160 33 739 118 164 662 76
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 193 78 154 472 160 33 739 118 164 662 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 193 78 154 472 160 33 739 118 164 662 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 193 78 154 472 160 33 739 118 164 662 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 193 78 154 472 160 33 739 118 164 662 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.42 0.58 1.00 1.00 1.00 1.00 1.72 0.28 1.00 1.79 0.21 Final Sat.: 1600 2379 921 1600 1700 1600 1600 2859 441 1600 2970 330 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.08 0.08 0.10 0.28 0.10 0.02 0.26 0.27 0.10 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-261
Attachment 8
1298
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:53 Page 30-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Raitt St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.715
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 39 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 62 570 90 100 762 104 116 704 90 172 542 97
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 570 90 100 762 104 116 704 90 172 542 97 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 570 90 100 762 104 116 704 90 172 542 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 570 90 100 762 104 116 704 90 172 542 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 62 570 90 100 762 104 116 704 90 172 542 97 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.77 0.23 1.00 1.70 0.30 Final Sat.: 1600 2864 436 1600 2916 384 1600 2937 363 1600 2814 486 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.21 0.06 0.26 0.27 0.07 0.24 0.25 0.11 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-262
Attachment 8
1299
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:54 Page 31-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #29 Raitt St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.851
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 65 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include WideBypass Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 501 181 152 716 85 165 1008 145 117 916 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 501 181 152 716 85 165 1008 145 117 916 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 501 181 152 716 85 165 1008 145 117 916 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 501 181 152 716 85 165 1008 145 117 916 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 501 181 152 716 85 165 1008 145 117 916 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.47 0.53 1.00 1.79 0.21 1.00 1.75 0.25 1.00 1.89 0.11 Final Sat.: 1600 2451 849 1600 2960 340 1600 2898 402 1600 3122 178 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.20 0.21 0.10 0.24 0.25 0.10 0.35 0.36 0.07 0.29 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-263
Attachment 8
1300
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:55 Page 32-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #30 Bear St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.737
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 81 280 119 199 756 300 97 1663 114 70 1180 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 280 119 199 756 300 97 1663 114 70 1180 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 280 119 199 756 300 97 1663 114 70 1180 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 81 280 119 199 756 300 97 1663 114 70 1180 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 280 119 199 756 300 97 1663 114 70 1180 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.81 0.19 1.00 2.77 0.23 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 4692 308 1600 4625 375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.07 0.12 0.22 0.19 0.06 0.35 0.37 0.04 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-264
Attachment 8
1301
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:57 Page 33-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #31 Bristol St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.725
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 192 988 167 335 1376 181 324 963 156 359 824 273 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 192 988 167 335 1376 181 324 963 156 359 824 273 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 988 167 335 1376 181 324 963 156 359 824 273 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 192 988 167 335 1376 181 324 963 156 359 824 273 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 988 167 335 1376 181 324 963 156 359 824 273 OvlAdjVol: 106
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.58 0.42 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4331 669 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.10 0.10 0.27 0.11 0.10 0.22 0.23 0.11 0.16 0.17 OvlAdjV/S: 0.07
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-265
Attachment 8
1302
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:58 Page 34-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Bristol St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.827
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 58 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 123 1087 96 318 1284 80 149 755 93 121 401 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 1087 96 318 1284 80 149 755 93 121 401 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 1087 96 318 1284 80 149 755 93 121 401 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 123 1087 96 318 1284 80 149 755 93 121 401 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 1087 96 318 1284 80 149 755 93 121 401 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.76 0.24 1.00 2.82 0.18 1.00 1.78 0.22 1.00 1.66 0.34 Final Sat.: 1600 4610 390 1600 4718 282 1600 2949 351 1600 2751 549 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.25 0.20 0.27 0.28 0.09 0.26 0.26 0.08 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-266
Attachment 8
1303
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:59 Page 35-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.669
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 65 1419 197 137 1507 41 83 403 35 96 240 41
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 1419 197 137 1507 41 83 403 35 96 240 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 1419 197 137 1507 41 83 403 35 96 240 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 65 1419 197 137 1507 41 83 403 35 96 240 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 1419 197 137 1507 41 83 403 35 96 240 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.63 0.37 1.00 2.92 0.08 1.00 1.84 0.16 1.00 1.71 0.29 Final Sat.: 1600 4415 585 1600 4873 127 1600 3044 256 1600 2833 467 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.34 0.09 0.31 0.32 0.05 0.13 0.14 0.06 0.08 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-267
Attachment 8
1304
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:59 Page 36-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.745
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 183 1278 162 275 1133 160 206 1268 128 108 813 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 1278 162 275 1133 160 206 1268 128 108 813 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 1278 162 275 1133 160 206 1268 128 108 813 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 183 1278 162 275 1133 160 206 1268 128 108 813 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 1278 162 275 1133 160 206 1268 128 108 813 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.72 0.28 1.00 2.62 0.38 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4560 440 1600 4387 613 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.10 0.09 0.22 0.10 0.13 0.28 0.29 0.07 0.19 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-268
Attachment 8
1305
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:00 Page 37-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Bristol St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.749
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 118 1054 53 161 1571 162 275 472 232 155 432 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 1054 53 161 1571 162 275 472 232 155 432 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 1054 53 161 1571 162 275 472 232 155 432 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 118 1054 53 161 1571 162 275 472 232 155 432 50 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 1054 53 161 1571 162 275 472 232 155 432 50 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.34 0.66 1.00 1.79 0.21 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2245 1055 1600 2968 332 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.03 0.10 0.31 0.10 0.17 0.21 0.22 0.10 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-269
Attachment 8
1306
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:01 Page 38-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Bristol St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.767
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 46 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 192 862 159 386 1307 148 206 1149 286 188 860 146 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 192 862 159 386 1307 148 206 1149 286 188 860 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 862 159 386 1307 148 206 1149 286 188 860 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 192 862 159 386 1307 148 206 1149 286 188 860 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 862 159 386 1307 148 206 1149 286 188 860 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.69 0.31 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4512 488 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.10 0.12 0.29 0.30 0.13 0.23 0.18 0.12 0.17 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-270
Attachment 8
1307
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:02 Page 39-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.794
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 65 725 136 283 1011 119 189 913 84 122 554 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 725 136 283 1011 119 189 913 84 122 554 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 725 136 283 1011 119 189 913 84 122 554 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 65 725 136 283 1011 119 189 913 84 122 554 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 725 136 283 1011 119 189 913 84 122 554 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.53 0.47 1.00 2.68 0.32 1.00 1.83 0.17 1.00 1.77 0.23 Final Sat.: 1600 4242 758 1600 4495 505 1600 3030 270 1600 2936 364 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.18 0.22 0.24 0.12 0.30 0.31 0.08 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-271
Attachment 8
1308
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:02 Page 40-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Bristol St and Alton Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.556
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 3 0 1 1 0 1 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 9 628 47 227 1571 36 190 117 244 41 87 31
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 628 47 227 1571 36 190 117 244 41 87 31
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 628 47 227 1571 36 190 117 244 41 87 31
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 9 628 47 227 1571 36 190 117 244 41 87 31
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 628 47 227 1571 36 190 117 244 41 87 31
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.79 0.21 1.00 3.00 1.00 1.00 1.00 1.00 1.00 0.74 0.26 Final Sat.: 1600 4666 334 1600 5100 1600 1600 1700 1600 1600 1180 420 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.13 0.14 0.14 0.31 0.02 0.12 0.07 0.15 0.03 0.07 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-272
Attachment 8
1309
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:03 Page 41-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Bristol St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.738
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 92 478 120 326 1419 148 192 1394 283 191 910 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 478 120 326 1419 148 192 1394 283 191 910 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 478 120 326 1419 148 192 1394 283 191 910 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 92 478 120 326 1419 148 192 1394 283 191 910 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 478 120 326 1419 148 192 1394 283 191 910 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.72 0.28 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4547 453 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.09 0.08 0.10 0.31 0.33 0.06 0.27 0.18 0.06 0.18 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-273
Attachment 8
1310
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:04 Page 42-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #40 Bristol St and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.635
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 461 136 245 1388 104 114 942 381 246 400 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 461 136 245 1388 104 114 942 381 246 400 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 461 136 245 1388 104 114 942 381 246 400 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 461 136 245 1388 104 114 942 381 246 400 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 461 136 245 1388 104 114 942 381 246 400 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.85 1.15 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4757 1843 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.09 0.09 0.08 0.27 0.07 0.04 0.20 0.21 0.08 0.08 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-274
Attachment 8
1311
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:05 Page 43-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.500
Loss Time (sec): 5 Average Delay (sec/veh): 19.1
Optimal Cycle: 25 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1489 191 0 1967 8 0 0 34 121 73 665
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1489 191 0 1967 8 0 0 34 121 73 665
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1489 0 0 1967 8 0 0 34 121 73 665
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1489 0 0 1967 8 0 0 34 121 73 665
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1489 0 0 1967 8 0 0 34 121 73 665
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 0.75 0.92 0.92 0.75 Lanes: 0.00 4.00 1.00 0.00 4.98 0.02 0.00 0.00 2.00 1.87 1.13 2.00 Final Sat.: 0 6916 1900 0 8601 35 0 0 2842 3276 1976 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.00 0.00 0.23 0.23 0.00 0.00 0.01 0.04 0.04 0.23 Crit Moves: **** **** **** ****
Green/Cycle: 0.00 0.46 0.00 0.00 0.46 0.46 0.00 0.00 0.02 0.47 0.47 0.47 Volume/Cap: 0.00 0.47 0.00 0.00 0.50 0.50 0.00 0.00 0.50 0.08 0.08 0.50 Delay/Veh: 0.0 18.8 0.0 0.0 19.2 19.2 0.0 0.0 53.9 14.7 14.7 18.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.8 0.0 0.0 19.2 19.2 0.0 0.0 53.9 14.7 14.7 18.7 LOS by Move: A B A A B B A A D B B B
HCM2k85thQ: 0 13 0 0 14 14 0 0 2 2 2 13
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-275
Attachment 8
1312
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:06 Page 44-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 EB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.607
Loss Time (sec): 5 Average Delay (sec/veh): 22.3
Optimal Cycle: 31 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 4 0 0 0 0 2 1 1 3 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 113 1108 0 0 985 847 573 0 524 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 1108 0 0 985 847 573 0 524 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 1108 0 0 985 0 573 0 524 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 113 1108 0 0 985 0 573 0 524 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 113 1108 0 0 985 0 573 0 524 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 4.00 0.00 0.00 3.00 1.00 3.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1805 6916 0 0 5187 1729 5253 0 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.16 0.00 0.00 0.19 0.00 0.11 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.10 0.42 0.00 0.00 0.31 0.00 0.53 0.00 0.53 0.00 0.00 0.00 Volume/Cap: 0.61 0.39 0.00 0.00 0.61 0.00 0.20 0.00 0.61 0.00 0.00 0.00 Delay/Veh: 48.6 20.4 0.0 0.0 29.8 0.0 12.2 0.0 17.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.6 20.4 0.0 0.0 29.8 0.0 12.2 0.0 17.3 0.0 0.0 0.0 LOS by Move: D C A A C A B A B A A A
HCM2k85thQ: 7 10 0 0 15 0 5 0 17 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-276
Attachment 8
1313
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:07 Page 45-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Flower St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.596
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 87 811 118 168 568 76 114 710 81 101 323 135
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 87 811 118 168 568 76 114 710 81 101 323 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 87 811 118 168 568 76 114 710 81 101 323 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 87 811 118 168 568 76 114 710 81 101 323 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 87 811 118 168 568 76 114 710 81 101 323 135 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.24 0.07 0.11 0.17 0.05 0.07 0.14 0.05 0.06 0.10 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-277
Attachment 8
1314
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:08 Page 46-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.795
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 139 602 159 175 554 58 165 1514 60 209 861 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 602 159 175 554 58 165 1514 60 209 861 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 602 159 175 554 58 165 1514 60 209 861 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 139 602 159 175 554 58 165 1514 60 209 861 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 602 159 175 554 58 165 1514 60 209 861 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 2.89 0.11 1.00 2.62 0.38 Final Sat.: 1600 3400 1600 1600 2997 303 1600 4817 183 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.10 0.11 0.18 0.19 0.10 0.31 0.33 0.13 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-278
Attachment 8
1315
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:08 Page 47-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Flower St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.819
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 56 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 60 438 38 66 367 53 51 581 44 64 432 58
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 438 38 66 367 53 51 581 44 64 432 58
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 438 38 66 367 53 51 581 44 64 432 58
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 60 438 38 66 367 53 51 581 44 64 432 58
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 438 38 66 367 53 51 581 44 64 432 58
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.92 0.08 1.00 0.87 0.13 1.00 0.93 0.07 1.00 0.88 0.12 Final Sat.: 1600 1472 128 1600 1398 202 1600 1487 113 1600 1411 189 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.30 0.04 0.26 0.26 0.03 0.39 0.39 0.04 0.31 0.31 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-279
Attachment 8
1316
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:09 Page 48-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #46 Flower St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.769
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 46 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 63 331 73 98 544 120 155 1065 297 74 546 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 331 73 98 544 120 155 1065 297 74 546 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 331 73 98 544 120 155 1065 297 74 546 60 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 63 331 73 98 544 120 155 1065 297 74 546 60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 331 73 98 544 120 155 1065 297 74 546 60 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.64 0.36 1.00 1.64 0.36 1.00 1.56 0.44 1.00 1.80 0.20 Final Sat.: 1600 2722 578 1600 2722 578 1600 2602 698 1600 2983 317 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.13 0.06 0.20 0.21 0.10 0.41 0.43 0.05 0.18 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-280
Attachment 8
1317
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:10 Page 49-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Flower St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.698
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 22 142 73 163 352 264 165 1879 80 54 909 58
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 142 73 163 352 264 165 1879 80 54 909 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 142 73 163 352 264 165 1879 80 54 909 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 142 73 163 352 264 165 1879 80 54 909 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 142 73 163 352 264 165 1879 80 54 909 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.32 0.68 1.00 1.14 0.86 1.00 2.88 0.12 1.00 2.82 0.18 Final Sat.: 1600 2213 1087 1600 1929 1371 1600 4804 196 1600 4712 288 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.06 0.07 0.10 0.18 0.19 0.10 0.39 0.41 0.03 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-281
Attachment 8
1318
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:11 Page 50-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #48 Main St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.574
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 84 579 300 198 1034 173 350 495 215 316 276 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 579 300 198 1034 173 350 495 215 316 276 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 579 300 198 1034 173 350 495 215 316 276 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 84 579 300 198 1034 173 350 495 215 316 276 230 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 579 300 198 1034 173 350 495 215 316 276 230 OvlAdjVol: 142 131
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.57 0.43 2.00 2.09 0.91 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4312 688 3200 3546 1454 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.19 0.06 0.24 0.25 0.11 0.14 0.15 0.10 0.08 0.14 OvlAdjV/S: 0.09 0.08
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-282
Attachment 8
1319
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:12 Page 51-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #49 Main St and Mainplace Dr / Memory Ln
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.485
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 23 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 28 764 250 32 1244 260 148 233 16 198 226 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 764 250 32 1244 260 148 233 16 198 226 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 764 250 32 1244 260 148 233 16 198 226 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 764 250 32 1244 260 148 233 16 198 226 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 764 250 32 1244 260 148 233 16 198 226 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.26 0.74 2.00 2.48 0.52 2.00 2.81 0.19 2.00 2.00 1.00 Final Sat.: 3200 3817 1183 3200 4170 830 3200 4692 308 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.20 0.21 0.01 0.30 0.31 0.05 0.05 0.05 0.06 0.07 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-283
Attachment 8
1320
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:13 Page 52-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Main St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.821
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 57 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 128 760 163 195 1086 70 116 1225 61 325 1300 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 760 163 195 1086 70 116 1225 61 325 1300 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 760 163 195 1086 70 116 1225 61 325 1300 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 760 163 195 1086 70 116 1225 61 325 1300 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 760 163 195 1086 70 116 1225 61 325 1300 19 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 1.88 0.12 2.00 2.86 0.14 2.00 2.96 0.04 Final Sat.: 3200 3400 1600 3200 3106 194 3200 4772 228 3200 4931 69 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.22 0.10 0.06 0.35 0.36 0.04 0.26 0.27 0.10 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-284
Attachment 8
1321
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:13 Page 53-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Main St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.755
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 138 901 79 59 1042 159 90 545 99 43 566 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 138 901 79 59 1042 159 90 545 99 43 566 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 138 901 79 59 1042 159 90 545 99 43 566 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 138 901 79 59 1042 159 90 545 99 43 566 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 138 901 79 59 1042 159 90 545 99 43 566 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.84 0.16 1.00 1.74 0.26 1.00 1.69 0.31 1.00 1.89 0.11 Final Sat.: 1600 3042 258 1600 2876 424 1600 2808 492 1600 3119 181 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.30 0.31 0.04 0.36 0.38 0.06 0.19 0.20 0.03 0.18 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-285
Attachment 8
1322
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:14 Page 54-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Main St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 68 1083 0 0 1107 98 0 0 0 61 848 65
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 1083 0 0 1107 98 0 0 0 61 848 65
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 1083 0 0 1107 98 0 0 0 61 848 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 68 1083 0 0 1107 98 0 0 0 61 848 65
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 1083 0 0 1107 98 0 0 0 61 848 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.02 1.00 Lanes: 1.00 2.00 0.00 0.00 1.84 0.16 0.00 0.00 0.00 0.19 2.61 0.20 Final Sat.: 1600 3400 0 0 3040 260 0 0 0 301 4279 320
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.00 0.00 0.36 0.38 0.00 0.00 0.00 0.04 0.20 0.20 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-286
Attachment 8
1323
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:15 Page 55-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #53 Main St and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.490
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 23 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 977 23 0 1098 27 0 93 14 0 114 28
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 977 23 0 1098 27 0 93 14 0 114 28
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 977 23 0 1098 27 0 93 14 0 114 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 977 23 0 1098 27 0 93 14 0 114 28
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 977 23 0 1098 27 0 93 14 0 114 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.95 0.05 0.00 1.95 0.05 0.00 0.87 0.13 0.00 0.80 0.20 Final Sat.: 0 3226 74 0 3223 77 0 1391 209 0 1285 315
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.31 0.00 0.34 0.35 0.00 0.07 0.07 0.00 0.09 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-287
Attachment 8
1324
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:16 Page 56-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.758
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 116 596 60 88 882 65 119 1393 147 88 1097 61
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 596 60 88 882 65 119 1393 147 88 1097 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 596 60 88 882 65 119 1393 147 88 1097 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 116 596 60 88 882 65 119 1393 147 88 1097 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 596 60 88 882 65 119 1393 147 88 1097 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.82 0.18 1.00 2.00 1.00 1.00 2.71 0.29 1.00 2.84 0.16 Final Sat.: 1600 3007 293 1600 3400 1600 1600 4542 458 1600 4747 253 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.20 0.06 0.26 0.04 0.07 0.31 0.32 0.06 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-288
Attachment 8
1325
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:16 Page 57-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.902
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 88 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 838 42 175 1364 27 42 396 43 140 373 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 838 42 175 1364 27 42 396 43 140 373 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 838 42 175 1364 27 42 396 43 140 373 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 89 838 42 175 1364 27 42 396 43 140 373 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 838 42 175 1364 27 42 396 43 140 373 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.90 0.10 1.00 1.96 0.04 1.00 0.90 0.10 1.00 1.00 1.00 Final Sat.: 1600 3147 153 1600 3238 62 1600 1443 157 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.27 0.28 0.11 0.42 0.43 0.03 0.27 0.27 0.09 0.22 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-289
Attachment 8
1326
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:17 Page 58-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Main St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 58 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 109 617 67 228 1052 55 75 971 131 122 709 87
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 617 67 228 1052 55 75 971 131 122 709 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 617 67 228 1052 55 75 971 131 122 709 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 109 617 67 228 1052 55 75 971 131 122 709 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 617 67 228 1052 55 75 971 131 122 709 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 1.80 0.20 1.00 1.90 0.10 1.00 2.00 1.00 1.00 2.67 0.33 Final Sat.: 1600 2987 313 1600 3141 159 1600 3400 1600 1600 4475 525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.21 0.14 0.33 0.35 0.05 0.29 0.08 0.08 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-290
Attachment 8
1327
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:18 Page 59-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.735
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 54 311 264 645 848 192 240 1393 252 146 435 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 311 264 645 848 192 240 1393 252 146 435 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 311 264 645 848 192 240 1393 252 146 435 218 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 311 264 645 848 192 240 1393 252 146 435 218 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 311 264 645 848 192 240 1393 252 146 435 218 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.06 0.17 0.20 0.17 0.12 0.08 0.27 0.16 0.05 0.09 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-291
Attachment 8
1328
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:19 Page 60-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #58 Penn Wy and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.602
Loss Time (sec): 5 Average Delay (sec/veh): 11.2
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 43 0 217 0 0 0 0 1238 631 214 1722 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 0 217 0 0 0 0 1238 631 214 1722 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 0 217 0 0 0 0 1238 631 214 1722 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 0 217 0 0 0 0 1238 631 214 1722 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 0 217 0 0 0 0 1238 631 214 1722 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.75 1.00 1.00 1.00 1.00 0.86 0.86 0.95 0.91 1.00 Lanes: 2.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 3502 0 2842 0 0 0 0 3282 1641 1805 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.08 0.00 0.00 0.00 0.00 0.38 0.38 0.12 0.33 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.63 0.63 0.20 0.82 0.00 Volume/Cap: 0.10 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.61 0.60 0.40 0.00 Delay/Veh: 38.7 0.0 44.1 0.0 0.0 0.0 0.0 11.5 11.7 39.5 2.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.7 0.0 44.1 0.0 0.0 0.0 0.0 11.5 11.7 39.5 2.4 0.0 LOS by Move: D A D A A A A B B D A A
HCM2k85thQ: 1 0 7 0 0 0 0 19 20 10 8 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-292
Attachment 8
1329
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:20 Page 61-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #59 I-5 NB Off Ramps/17th Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.740
Loss Time (sec): 5 Average Delay (sec/veh): 31.2
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 768 35 22 57 0 295 99 1040 376 0 1245 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 768 35 22 57 0 295 99 1040 376 0 1245 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 768 35 22 57 0 295 99 1040 0 0 1245 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 768 35 22 57 0 295 99 1040 0 0 1245 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 768 35 22 57 0 295 99 1040 0 0 1245 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.91 0.09 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.95 0.05 Final Sat.: 3467 158 1615 1805 0 1615 1805 5187 1900 0 5095 82 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.22 0.22 0.01 0.03 0.00 0.18 0.05 0.20 0.00 0.00 0.24 0.24 Crit Moves: **** **** **** ****
Green/Cycle: 0.30 0.30 0.30 0.25 0.00 0.25 0.07 0.40 0.00 0.00 0.33 0.33 Volume/Cap: 0.74 0.74 0.05 0.13 0.00 0.74 0.74 0.50 0.00 0.00 0.74 0.74 Delay/Veh: 34.3 34.3 24.9 29.4 0.0 42.0 64.9 22.4 0.0 0.0 31.5 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.3 34.3 24.9 29.4 0.0 42.0 64.9 22.4 0.0 0.0 31.5 31.5 LOS by Move: C C C C A D E C A A C C
HCM2k85thQ: 19 19 1 2 0 15 7 13 0 0 21 21
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-293
Attachment 8
1330
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:21 Page 62-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #60 Penn Wy and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.436
Loss Time (sec): 5 Average Delay (sec/veh): 19.0
Optimal Cycle: 22 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 158 140 799 165 0 0 0 0 179 0 100
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 158 140 799 165 0 0 0 0 179 0 100
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 158 140 799 165 0 0 0 0 179 0 100
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 158 140 799 165 0 0 0 0 179 0 100
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 158 140 799 165 0 0 0 0 179 0 100
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.75 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 Final Sat.: 0 3610 1615 3502 3610 0 0 0 0 1805 0 2842
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.04 0.09 0.23 0.05 0.00 0.00 0.00 0.00 0.10 0.00 0.04 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.20 0.20 0.52 0.72 0.00 0.00 0.00 0.00 0.23 0.00 0.75 Volume/Cap: 0.00 0.22 0.44 0.44 0.06 0.00 0.00 0.00 0.00 0.44 0.00 0.05 Delay/Veh: 0.0 33.7 36.1 14.9 4.0 0.0 0.0 0.0 0.0 33.9 0.0 3.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 33.7 36.1 14.9 4.0 0.0 0.0 0.0 0.0 33.9 0.0 3.2 LOS by Move: A C D B A A A A A C A A
HCM2k85thQ: 0 3 6 12 1 0 0 0 0 8 0 1
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-294
Attachment 8
1331
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:22 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.723
Loss Time (sec): 5 Average Delay (sec/veh): 16.9
Optimal Cycle: 0 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 206 143 20 5 303 74 121 46 246 72 66 13
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 206 143 20 5 303 74 121 46 246 72 66 13
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 206 143 20 5 303 74 121 46 246 72 66 13
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 206 143 20 5 303 74 121 46 246 72 66 13
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 206 143 20 5 303 74 121 46 246 72 66 13
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.88 0.12 1.00 0.80 0.20 0.72 0.28 1.00 0.48 0.44 0.08 Final Sat.: 468 443 62 471 419 102 337 128 540 208 190 37 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.44 0.32 0.32 0.01 0.72 0.72 0.36 0.36 0.46 0.35 0.35 0.35 Crit Moves: **** **** **** ****
Delay/Veh: 15.5 12.6 12.6 10.2 24.0 24.0 14.0 14.0 13.9 14.2 14.2 14.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.5 12.6 12.6 10.2 24.0 24.0 14.0 14.0 13.9 14.2 14.2 14.2 LOS by Move: C B B B C C B B B B B B
ApproachDel: 14.2 23.8 13.9 14.2
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 14.2 23.8 13.9 14.2
LOS by Appr: B C B B
AllWayAvgQ: 0.7 0.4 0.4 0.0 2.1 2.1 0.5 0.5 0.7 0.4 0.4 0.4 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-295
Attachment 8
1332
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:23 Page 64-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.553
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 24 71 56 311 161 133 48 474 14 108 807 271
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 71 56 311 161 133 48 474 14 108 807 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 71 56 311 161 133 48 474 14 108 807 271
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 71 56 311 161 133 48 474 14 108 807 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 71 56 311 161 133 48 474 14 108 807 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.94 0.06 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 3208 92 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.04 0.04 0.19 0.09 0.08 0.03 0.15 0.15 0.07 0.24 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-296
Attachment 8
1333
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:24 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 108 191 119 12 231 25 86 1317 214 64 1012 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 191 119 12 231 25 86 1317 214 64 1012 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 191 119 12 231 25 86 1317 214 64 1012 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 108 191 119 12 231 25 86 1317 214 64 1012 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 191 119 12 231 25 86 1317 214 64 1012 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 0.62 0.38 0.04 0.87 0.09 1.00 1.72 0.28 1.00 1.98 0.02 Final Sat.: 1600 986 614 72 1379 149 1600 2853 447 1600 3263 38 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.19 0.19 0.01 0.17 0.17 0.05 0.46 0.48 0.04 0.31 0.32 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-297
Attachment 8
1334
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:24 Page 66-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.609
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 74 284 128 220 531 37 17 589 71 138 366 82
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 284 128 220 531 37 17 589 71 138 366 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 284 128 220 531 37 17 589 71 138 366 82
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 284 128 220 531 37 17 589 71 138 366 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 284 128 220 531 37 17 589 71 138 366 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.38 0.62 1.00 1.87 0.13 1.00 1.78 0.22 1.00 1.63 0.37 Final Sat.: 1600 2306 994 1600 3092 208 1600 2956 344 1600 2714 586 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.13 0.14 0.17 0.18 0.01 0.20 0.21 0.09 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-298
Attachment 8
1335
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:25 Page 67-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.659
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 43 0 100 0 0 0 0 1283 145 160 607 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 0 100 0 0 0 0 1283 145 160 607 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 0 100 0 0 0 0 1283 145 160 607 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 0 100 0 0 0 0 1283 145 160 607 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 0 100 0 0 0 0 1283 145 160 607 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.80 0.20 0.42 1.58 0.00 Final Sat.: 1600 0 1600 0 0 0 0 2975 325 668 2632 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.06 0.00 0.00 0.00 0.00 0.43 0.45 0.10 0.23 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-299
Attachment 8
1336
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:26 Page 68-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.567
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 11 18 49 183 37 39 41 1375 10 115 626 101
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 18 49 183 37 39 41 1375 10 115 626 101
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 11 18 49 183 37 39 41 1375 10 115 626 101
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 18 49 183 37 39 41 1375 10 115 626 101
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 18 49 183 37 39 41 1375 10 115 626 101
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.27 0.73 1.00 0.49 0.51 1.00 2.98 0.02 1.00 2.58 0.42 Final Sat.: 1600 430 1170 1600 779 821 1600 4965 35 1600 4333 667 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.04 0.04 0.11 0.05 0.05 0.03 0.28 0.29 0.07 0.14 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-300
Attachment 8
1337
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:26 Page 69-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.615
Loss Time (sec): 5 Average Delay (sec/veh): 19.8
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 961 0 870 0 1441 1027 0 1275 145
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 961 0 870 0 1441 1027 0 1275 145
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 961 0 870 0 1441 0 0 1275 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 961 0 870 0 1441 0 0 1275 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 961 0 870 0 1441 0 0 1275 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.31 0.00 0.28 0.00 0.00 0.25 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.50 0.00 0.50 0.00 0.45 0.00 0.00 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 0.55 0.00 0.61 0.00 0.61 0.00 0.00 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 17.7 0.0 19.0 0.0 21.3 0.0 0.0 20.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.7 0.0 19.0 0.0 21.3 0.0 0.0 20.2 0.0 LOS by Move: A A A B A B A C A A C A
HCM2k85thQ: 0 0 0 16 0 17 0 19 0 0 16 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-301
Attachment 8
1338
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:27 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.742
Loss Time (sec): 5 Average Delay (sec/veh): 19.2
Optimal Cycle: 44 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ignore Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 908 0 976 0 0 0 0 1609 796 0 517 244
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 908 0 976 0 0 0 0 1609 796 0 517 244
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 908 0 0 0 0 0 0 1609 0 0 517 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 908 0 0 0 0 0 0 1609 0 0 517 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 908 0 0 0 0 0 0 1609 0 0 517 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.88 1.00 0.91 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 3.00 1.00 Final Sat.: 3502 0 1900 0 0 0 0 3610 3344 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.10 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 Volume/Cap: 0.74 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.00 0.17 0.00 Delay/Veh: 31.1 0.0 0.0 0.0 0.0 0.0 0.0 15.8 0.0 0.0 8.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.1 0.0 0.0 0.0 0.0 0.0 0.0 15.8 0.0 0.0 8.9 0.0 LOS by Move: C A A A A A A B A A A A
HCM2k85thQ: 21 0 0 0 0 0 0 29 0 0 4 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-302
Attachment 8
1339
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:28 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.552
Loss Time (sec): 5 Average Delay (sec/veh): 23.7
Optimal Cycle: 27 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 221 26 505 50 242 60 35 1338 285 408 647 108
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 26 505 50 242 60 35 1338 285 408 647 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 26 505 50 242 60 35 1338 285 408 647 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 221 26 505 50 242 60 35 1338 285 408 647 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 26 505 50 242 60 35 1338 285 408 647 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.79 0.21 2.00 0.34 1.66 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3254 383 2842 613 2968 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.18 0.08 0.08 0.04 0.02 0.26 0.18 0.12 0.12 0.07 Crit Moves: **** **** **** ****
Green/Cycle: 0.12 0.12 0.33 0.15 0.15 0.15 0.09 0.47 0.47 0.21 0.59 0.59 Volume/Cap: 0.55 0.55 0.53 0.55 0.55 0.25 0.21 0.55 0.38 0.55 0.21 0.11 Delay/Veh: 42.7 42.7 27.5 40.8 40.8 38.3 42.7 19.4 17.5 36.1 9.7 9.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 42.7 27.5 40.8 40.8 38.3 42.7 19.4 17.5 36.1 9.7 9.2 LOS by Move: D D C D D D D B B D A A
HCM2k85thQ: 7 7 12 8 8 3 2 17 9 10 5 2
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-303
Attachment 8
1340
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:29 Page 72-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.603
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 263 412 125 17 358 79 38 195 375 236 249 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 263 412 125 17 358 79 38 195 375 236 249 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 263 412 125 17 358 79 38 195 375 236 249 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 263 412 125 17 358 79 38 195 375 236 249 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 263 412 125 17 358 79 38 195 375 236 249 6 OvlAdjVol: 0 244
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.95 0.05 Final Sat.: 3200 1700 1600 1600 2722 578 1600 1700 1600 1600 3225 75 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.08 0.01 0.13 0.14 0.02 0.11 0.23 0.15 0.08 0.08 OvlAdjV/S: 0.00 0.15
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-304
Attachment 8
1341
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:30 Page 73-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.741
Loss Time (sec): 5 Average Delay (sec/veh): 28.5
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 500 561 0 0 743 346 0 0 0 285 5 426
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 500 561 0 0 743 346 0 0 0 285 5 426
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 561 0 0 743 346 0 0 0 285 5 426
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 500 561 0 0 743 346 0 0 0 285 5 426
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 500 561 0 0 743 346 0 0 0 285 5 426
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.40 0.01 1.59 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2270 23 2588
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.28 0.16 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.13 0.22 0.16 Crit Moves: **** **** ****
Green/Cycle: 0.37 0.65 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.30 0.30 0.30 Volume/Cap: 0.74 0.24 0.00 0.00 0.74 0.77 0.00 0.00 0.00 0.42 0.74 0.55 Delay/Veh: 31.5 7.3 0.0 0.0 35.9 41.3 0.0 0.0 0.0 28.3 34.7 29.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.5 7.3 0.0 0.0 35.9 41.3 0.0 0.0 0.0 28.3 34.7 29.9 LOS by Move: C A A A D D A A A C C C
HCM2k85thQ: 22 6 0 0 19 17 0 0 0 8 17 11
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-305
Attachment 8
1342
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:31 Page 74-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #73 Grand Ave / Glassell St and SR-22 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.760
Loss Time (sec): 5 Average Delay (sec/veh): 27.0
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 818 218 280 733 0 258 0 1012 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 818 218 280 733 0 258 0 1012 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 818 218 280 733 0 258 0 1012 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 818 218 280 733 0 258 0 1012 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 818 218 280 733 0 258 0 1012 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.20 0.00 1.80 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 1992 0 2974 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.23 0.13 0.16 0.20 0.00 0.13 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.30 0.30 0.20 0.50 0.00 0.45 0.00 0.45 0.00 0.00 0.00 Volume/Cap: 0.00 0.76 0.45 0.76 0.40 0.00 0.29 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 35.0 29.1 46.4 15.7 0.0 17.6 0.0 25.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 35.0 29.1 46.4 15.7 0.0 17.6 0.0 25.2 0.0 0.0 0.0 LOS by Move: A D C D B A B A C A A A
HCM2k85thQ: 0 20 9 15 11 0 7 0 23 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-306
Attachment 8
1343
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:32 Page 75-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #74 Grand Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.680
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 18 737 106 174 1444 32 99 60 59 254 28 229
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 737 106 174 1444 32 99 60 59 254 28 229 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 737 106 174 1444 32 99 60 59 254 28 229
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 18 737 106 174 1444 32 99 60 59 254 28 229 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 737 106 174 1444 32 99 60 59 254 28 229 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.62 0.38 1.00 2.00 1.00 1.00 1.01 0.99 1.00 1.00 1.00 Final Sat.: 1600 4396 604 1600 3400 1600 1600 1713 1587 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.17 0.18 0.11 0.42 0.02 0.06 0.04 0.04 0.16 0.02 0.14 Crit Moves: **** **** **** ****
******************************************************************************** K-307
Attachment 8
1344
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:33 Page 76-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #75 Grand Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.885
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 79 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include WideBypass Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 66 463 119 290 1418 319 143 233 48 120 231 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 463 119 290 1418 319 143 233 48 120 231 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 463 119 290 1418 319 143 233 48 120 231 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 66 463 119 290 1418 319 143 233 48 120 231 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 463 119 290 1418 319 143 233 48 120 231 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.39 0.61 1.00 1.63 0.37 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat.: 1600 4019 981 1600 2712 588 1600 1327 273 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.12 0.18 0.52 0.54 0.09 0.18 0.18 0.08 0.14 0.13 Crit Moves: **** **** **** ****
******************************************************************************** K-308
Attachment 8
1345
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:34 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 163 476 327 286 1198 235 224 835 106 309 807 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 476 327 286 1198 235 224 835 106 309 807 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 476 327 286 1198 235 224 835 106 309 807 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 163 476 327 286 1198 235 224 835 106 309 807 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 476 327 286 1198 235 224 835 106 309 807 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.66 0.34 2.00 2.71 0.29 Final Sat.: 1600 3400 1600 1600 3400 1600 3200 4459 541 3200 4528 472 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.14 0.20 0.18 0.35 0.15 0.07 0.19 0.20 0.10 0.18 0.19 Crit Moves: **** **** **** ****
******************************************************************************** K-309
Attachment 8
1346
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:35 Page 78-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #77 Grand Ave and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516
Loss Time (sec): 5 Average Delay (sec/veh): 12.9
Optimal Cycle: 26 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 831 480 58 1869 0 0 0 0 456 0 126
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 831 480 58 1869 0 0 0 0 456 0 126
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 831 0 58 1869 0 0 0 0 456 0 126
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 831 0 58 1869 0 0 0 0 456 0 126
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 831 0 58 1869 0 0 0 0 456 0 126
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 0.95 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3610 1900 1805 5187 0 0 0 0 3502 0 1615
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.23 0.00 0.03 0.36 0.00 0.00 0.00 0.00 0.13 0.00 0.08 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.61 0.00 0.09 0.70 0.00 0.00 0.00 0.00 0.25 0.00 0.25 Volume/Cap: 0.00 0.38 0.00 0.38 0.52 0.00 0.00 0.00 0.00 0.52 0.00 0.31 Delay/Veh: 0.0 9.9 0.0 44.7 7.3 0.0 0.0 0.0 0.0 32.7 0.0 30.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.9 0.0 44.7 7.3 0.0 0.0 0.0 0.0 32.7 0.0 30.8 LOS by Move: A A A D A A A A A C A C
HCM2k85thQ: 0 10 0 3 15 0 0 0 0 10 0 5
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-310
Attachment 8
1347
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:37 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.662
Loss Time (sec): 5 Average Delay (sec/veh): 23.8
Optimal Cycle: 35 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 71 1003 51 141 1166 1029 263 217 428 5 373 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 1003 51 141 1166 1029 263 217 428 5 373 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 1003 51 141 1166 1029 263 217 428 5 373 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 1003 51 141 1166 1029 263 217 428 5 373 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 1003 51 141 1166 1029 263 217 428 5 373 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.95 0.75 0.92 1.00 0.75 0.94 0.94 0.94 Lanes: 1.00 2.85 0.15 1.00 2.00 2.00 2.00 1.00 2.00 0.02 1.81 0.17 Final Sat.: 1805 4901 249 1805 3610 2842 3502 1900 2842 43 3226 294 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.20 0.08 0.32 0.36 0.08 0.11 0.15 0.12 0.12 0.12 Crit Moves: **** **** **** ****
Green/Cycle: 0.06 0.40 0.40 0.15 0.49 0.72 0.23 0.23 0.23 0.17 0.17 0.17 Volume/Cap: 0.66 0.52 0.52 0.52 0.66 0.51 0.33 0.50 0.66 0.66 0.66 0.66 Delay/Veh: 60.4 23.1 23.1 40.8 20.3 6.5 32.5 34.6 37.7 41.2 41.2 41.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.4 23.1 23.1 40.8 20.3 6.5 32.5 34.6 37.7 41.2 41.2 41.2 LOS by Move: E C C D C A C C D D D D
HCM2k85thQ: 5 14 14 7 22 13 6 10 12 11 11 11
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-311
Attachment 8
1348
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:38 Page 80-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Grand Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 751 35 99 1432 174 332 793 225 247 867 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 751 35 99 1432 174 332 793 225 247 867 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 751 35 99 1432 174 332 793 225 247 867 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 213 751 35 99 1432 174 332 793 225 247 867 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 751 35 99 1432 174 332 793 225 247 867 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 2.00 2.87 0.13 2.00 3.00 1.00 2.00 2.34 0.66 2.00 1.80 0.20 Final Sat.: 3200 4786 214 3200 5100 1600 3200 3939 1061 3200 2972 328 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.16 0.16 0.03 0.28 0.11 0.10 0.20 0.21 0.08 0.29 0.30 Crit Moves: **** **** **** ****
******************************************************************************** K-312
Attachment 8
1349
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:40 Page 81-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #80 Grand Ave and Chestnut Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.705
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 53 737 163 149 1788 49 60 419 110 118 347 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 737 163 149 1788 49 60 419 110 118 347 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 737 163 149 1788 49 60 419 110 118 347 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 53 737 163 149 1788 49 60 419 110 118 347 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 737 163 149 1788 49 60 419 110 118 347 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.46 0.54 1.00 2.92 0.08 1.00 1.58 0.42 1.00 1.23 0.77 Final Sat.: 1600 4131 869 1600 4872 128 1600 2635 665 1600 2072 1228 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.19 0.09 0.37 0.38 0.04 0.16 0.17 0.07 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** K-313
Attachment 8
1350
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:40 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.829
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 171 722 108 237 1590 155 186 601 182 117 420 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 171 722 108 237 1590 155 186 601 182 117 420 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 722 108 237 1590 155 186 601 182 117 420 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 171 722 108 237 1590 155 186 601 182 117 420 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 722 108 237 1590 155 186 601 182 117 420 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 1.54 0.46 1.00 1.60 0.40 Final Sat.: 1600 4375 625 1600 4574 426 1600 2556 744 1600 2655 645 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.17 0.17 0.15 0.35 0.36 0.12 0.24 0.24 0.07 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** K-314
Attachment 8
1351
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:41 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.763
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 45 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 472 92 224 1146 224 319 1332 128 151 579 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 472 92 224 1146 224 319 1332 128 151 579 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 472 92 224 1146 224 319 1332 128 151 579 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 472 92 224 1146 224 319 1332 128 151 579 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 472 92 224 1146 224 319 1332 128 151 579 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.51 0.49 1.00 2.51 0.49 1.00 2.74 0.26 1.00 2.46 0.54 Final Sat.: 1600 4217 783 1600 4215 785 1600 4579 421 1600 4142 858 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.12 0.14 0.27 0.29 0.20 0.29 0.30 0.09 0.14 0.15 Crit Moves: **** **** **** ****
******************************************************************************** K-315
Attachment 8
1352
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:42 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.528
Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 510 218 199 574 194 256 914 359 88 388 131 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 510 218 199 574 194 256 914 359 88 388 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 510 218 199 574 194 256 914 359 88 388 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 510 218 199 574 194 256 914 359 88 388 131 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 510 218 199 574 194 256 914 359 88 388 131 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.10 0.90 1.00 2.24 0.76 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 1600 3563 1437 1600 3788 1213 3200 5100 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.14 0.15 0.12 0.15 0.16 0.08 0.18 0.22 0.03 0.11 0.08 Crit Moves: **** **** **** ****
******************************************************************************** K-316
Attachment 8
1353
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:43 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.530
Loss Time (sec): 5 Average Delay (sec/veh): 16.3
Optimal Cycle: 26 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 557 0 456 0 0 0 0 1533 613 0 719 433
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 557 0 456 0 0 0 0 1533 613 0 719 433
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 557 0 456 0 0 0 0 1533 0 0 719 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 557 0 456 0 0 0 0 1533 0 0 719 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 557 0 456 0 0 0 0 1533 0 0 719 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.55 0.00 1.45 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 2673 0 2501 0 0 0 0 5187 1900 0 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.14 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.00 0.56 0.00 0.00 0.56 0.00 Volume/Cap: 0.53 0.00 0.46 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0.25 0.00 Delay/Veh: 23.6 0.0 22.7 0.0 0.0 0.0 0.0 14.1 0.0 0.0 11.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.6 0.0 22.7 0.0 0.0 0.0 0.0 14.1 0.0 0.0 11.4 0.0 LOS by Move: C A C A A A A B A A B A
HCM2k85thQ: 13 0 11 0 0 0 0 16 0 0 6 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-317
Attachment 8
1354
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:44 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.799
Loss Time (sec): 5 Average Delay (sec/veh): 17.3
Optimal Cycle: 0 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 160 204 0 0 480 245 117 0 187 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 204 0 0 480 245 117 0 187 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 204 0 0 480 245 117 0 187 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 204 0 0 480 245 117 0 187 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 160 204 0 0 480 245 117 0 187 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 514 554 0 0 601 671 467 0 553 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.31 0.37 xxxx xxxx 0.80 0.37 0.25 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 12.5 12.5 0.0 0.0 27.6 10.8 12.4 0.0 11.8 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.5 12.5 0.0 0.0 27.6 10.8 12.4 0.0 11.8 0.0 0.0 0.0 LOS by Move: B B * * D B B * B * * *
ApproachDel: 12.5 21.9 12.0 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 12.5 21.9 12.0 xxxxxx
LOS by Appr: B C B *
AllWayAvgQ: 0.4 0.5 0.0 0.0 3.2 0.5 0.3 0.0 0.4 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-318
Attachment 8
1355
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:44 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 515 0 166 80 216 0 0 247 192
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 515 0 166 80 216 0 0 247 192
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 515 0 166 80 216 0 0 247 192
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 515 0 166 80 216 0 0 247 192
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 515 0 166 80 216 0 0 247 192
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.13 0.87 Final Sat.: 0 0 0 1600 0 1600 1600 3400 0 0 1900 1400
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.10 0.05 0.06 0.00 0.00 0.13 0.14 Crit Moves: **** **** ****
******************************************************************************** K-319
Attachment 8
1356
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:45 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.691
Loss Time (sec): 0 Average Delay (sec/veh): 28.3
Optimal Cycle: 74 Level Of Service: C
******************************************************************************** Street Name: Mabury 1st Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 0 244 238 141 533 0 1062 11 46 701 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 0 244 238 141 533 0 1062 11 46 701 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 0 244 238 141 533 0 1062 11 46 701 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 0 244 238 141 533 0 1062 11 46 701 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 0 244 238 141 533 0 1062 11 46 701 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.90 0.90 0.90 1.00 0.91 0.91 0.95 0.91 0.91 Lanes: 1.00 0.00 1.00 1.22 0.27 1.51 0.00 2.97 0.03 1.00 3.00 0.00 Final Sat.: 1805 0 1615 2097 458 2576 0 5129 53 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.15 0.11 0.31 0.21 0.00 0.21 0.21 0.03 0.14 0.00 Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.00 0.22 0.45 0.45 0.45 0.00 0.30 0.30 0.04 0.34 0.00 Volume/Cap: 0.03 0.00 0.69 0.25 0.69 0.46 0.00 0.69 0.69 0.69 0.40 0.00 Delay/Veh: 30.7 0.0 41.8 17.4 23.8 19.6 0.0 32.3 32.3 74.4 25.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 0.0 41.8 17.4 23.8 19.6 0.0 32.3 32.3 74.4 25.6 0.0 LOS by Move: C A D B C B A C C E C A
HCM2k85thQ: 0 0 13 6 21 12 0 18 18 4 9 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-320
Attachment 8
1357
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:47 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 8 333 96 74 1452 4 9 11 35 447 2 69
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 333 96 74 1452 4 9 11 35 447 2 69
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 333 96 74 1452 4 9 11 35 447 2 69
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 333 96 74 1452 4 9 11 35 447 2 69
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 333 96 74 1452 4 9 11 35 447 2 69
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.33 0.67 1.00 2.99 0.01 1.00 1.00 1.00 1.99 0.01 1.00 Final Sat.: 1600 3926 1074 1600 4987 13 1600 1700 1600 3186 14 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.08 0.09 0.05 0.29 0.30 0.01 0.01 0.02 0.14 0.14 0.04 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-321
Attachment 8
1358
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:48 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.734
Loss Time (sec): 5 Average Delay (sec/veh): 12.9
Optimal Cycle: 43 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 656 610 0 0 1395 833 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 656 610 0 0 1395 833 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 656 610 0 0 1395 833 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 656 610 0 0 1395 833 0 0 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 656 610 0 0 1395 833 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3502 3610 0 0 3264 1632 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.17 0.00 0.00 0.43 0.51 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.26 0.95 0.00 0.00 0.69 0.69 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.73 0.18 0.00 0.00 0.61 0.73 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 37.3 0.2 0.0 0.0 8.4 10.5 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 0.2 0.0 0.0 8.4 10.5 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: D A A A A B A A A A A A
HCM2k85thQ: 17 1 0 0 19 27 0 0 0 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-322
Attachment 8
1359
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:49 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.731
Loss Time (sec): 5 Average Delay (sec/veh): 24.2
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 996 5 22 1349 0 244 24 1051 6 0 43
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 996 5 22 1349 0 244 24 1051 6 0 43
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 996 5 22 1349 0 244 24 1051 6 0 43
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 996 5 22 1349 0 244 24 1051 6 0 43
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 996 5 22 1349 0 244 24 1051 6 0 43
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.16 0.91 1.00 0.87 0.87 0.87 0.88 1.00 0.88 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.18 0.04 1.78 0.12 0.00 0.88 Final Sat.: 0 5156 26 304 5187 0 1958 59 2954 204 0 1460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.19 0.07 0.26 0.00 0.12 0.41 0.36 0.03 0.00 0.03 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.36 0.36 0.36 0.36 0.00 0.55 0.55 0.55 0.04 0.00 0.04 Volume/Cap: 0.00 0.54 0.54 0.20 0.73 0.00 0.22 0.73 0.64 0.73 0.00 0.73 Delay/Veh: 0.0 26.1 26.1 23.3 29.6 0.0 11.4 18.3 16.1 80.9 0.0 80.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 26.1 26.1 23.3 29.6 0.0 11.4 18.3 16.1 80.9 0.0 80.9 LOS by Move: A C C C C A B B B F A F
HCM2k85thQ: 0 14 14 1 21 0 5 24 20 5 0 5
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-323
Attachment 8
1360
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:50 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.977
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 178 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 514 90 235 2026 40 68 258 444 306 338 442
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 514 90 235 2026 40 68 258 444 306 338 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 514 90 235 2026 40 68 258 444 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 89 514 90 235 2026 40 68 258 444 306 338 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 514 90 235 2026 40 68 258 444 306 338 442 OvlAdjVol: 325
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3200 4285 715 3200 4907 93 1600 1700 1600 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.13 0.07 0.41 0.43 0.04 0.15 0.28 0.19 0.20 0.28 OvlAdjV/S: 0.20
Crit Moves: **** **** **** ****
******************************************************************************** K-324
Attachment 8
1361
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:51 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.866
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 71 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 73 397 74 127 2600 82 101 255 186 118 244 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 397 74 127 2600 82 101 255 186 118 244 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 397 74 127 2600 82 101 255 186 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 73 397 74 127 2600 82 101 255 186 118 244 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 397 74 127 2600 82 101 255 186 118 244 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 1.16 0.84 1.00 1.33 0.67 Final Sat.: 1600 4246 754 3200 4853 147 1600 1950 1350 1600 2233 1067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.10 0.04 0.54 0.56 0.06 0.13 0.14 0.07 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** K-325
Attachment 8
1362
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:51 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.748
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 198 236 602 1737 19 187 738 126 488 770 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 198 236 602 1737 19 187 738 126 488 770 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 198 236 602 1737 19 187 738 126 488 770 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 198 236 602 1737 19 187 738 126 488 770 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 198 236 602 1737 19 187 738 126 488 770 188 OvlAdjVol: 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.97 0.03 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4948 52 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.15 0.19 0.35 0.37 0.06 0.14 0.08 0.15 0.15 0.12 OvlAdjV/S: 0.00 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-326
Attachment 8
1363
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:52 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.701
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 48 245 219 664 845 262 114 676 28 103 579 376 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 245 219 664 845 262 114 676 28 103 579 376 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 245 219 664 845 262 114 676 28 103 579 376 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 48 245 219 664 845 262 114 676 28 103 579 376 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 245 219 664 845 262 114 676 28 103 579 376 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.88 0.12 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 3200 3400 1600 1600 4809 191 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.07 0.14 0.21 0.25 0.16 0.07 0.14 0.15 0.06 0.17 0.24 Crit Moves: **** **** **** ****
******************************************************************************** K-327
Attachment 8
1364
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:53 Page 96-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.558
Loss Time (sec): 5 Average Delay (sec/veh): 24.4
Optimal Cycle: 28 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 421 63 498 50 30 8 28 1104 408 399 940 123
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 421 63 498 50 30 8 28 1104 408 399 940 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 421 63 498 50 30 8 28 1104 0 399 940 123
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 421 63 498 50 30 8 28 1104 0 399 940 123
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 421 63 498 50 30 8 28 1104 0 399 940 123
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.89 0.89 Lanes: 1.74 0.26 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.65 0.35 Final Sat.: 3167 474 2842 1805 1900 1615 1805 5187 1900 3502 4509 590 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.18 0.03 0.02 0.00 0.02 0.21 0.00 0.11 0.21 0.21 Crit Moves: **** **** **** ****
Green/Cycle: 0.31 0.31 0.31 0.05 0.05 0.05 0.04 0.38 0.00 0.20 0.55 0.55 Volume/Cap: 0.42 0.42 0.56 0.56 0.32 0.10 0.38 0.56 0.00 0.56 0.38 0.38 Delay/Veh: 27.4 27.4 29.3 54.0 47.8 45.9 50.1 24.6 0.0 36.7 13.1 13.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.4 27.4 29.3 54.0 47.8 45.9 50.1 24.6 0.0 36.7 13.1 13.1 LOS by Move: C C C D D D D C A D B B
HCM2k85thQ: 9 9 12 4 2 1 2 15 0 10 11 11
******************************************************************************** K-328
Attachment 8
1365
Note: Queue reported is the number of cars per lane.
******************************************************************************** K-329
Attachment 8
1366
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:54 Page 97-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.463
Loss Time (sec): 5 Average Delay (sec/veh): 24.0
Optimal Cycle: 23 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 227 60 38 14 344 504 253 153 146 8 223 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 227 60 38 14 344 504 253 153 146 8 223 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 227 60 38 14 344 504 253 153 146 8 223 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 227 60 38 14 344 504 253 153 146 8 223 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 227 60 38 14 344 504 253 153 146 8 223 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.95 0.91 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 2.00 1.02 0.98 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 1615 3502 1712 1634 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.02 0.01 0.07 0.31 0.07 0.09 0.09 0.00 0.06 0.06 Crit Moves: **** **** **** ****
Green/Cycle: 0.14 0.49 0.49 0.16 0.52 0.67 0.16 0.28 0.28 0.01 0.14 0.14 Volume/Cap: 0.46 0.04 0.05 0.05 0.13 0.46 0.46 0.32 0.32 0.32 0.46 0.46 Delay/Veh: 40.2 13.1 13.1 35.3 12.5 8.0 39.0 28.8 28.8 56.2 40.5 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.2 13.1 13.1 35.3 12.5 8.0 39.0 28.8 28.8 56.2 40.5 40.5 LOS by Move: D B B D B A D C C E D D
HCM2k85thQ: 6 1 1 1 3 11 6 6 6 1 6 6
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-330
Attachment 8
1367
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:55 Page 98-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #97 Red Hill Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 81 299 85 226 960 450 190 611 130 224 1085 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 299 85 226 960 450 190 611 130 224 1085 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 299 85 226 960 450 190 611 130 224 1085 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 81 299 85 226 960 450 190 611 130 224 1085 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 299 85 226 960 450 190 611 130 224 1085 152 OvlAdjVol: 355 89
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.05 0.07 0.19 0.28 0.06 0.12 0.08 0.07 0.21 0.10 OvlAdjV/S: 0.22 0.06
Crit Moves: **** **** **** ****
******************************************************************************** K-331
Attachment 8
1368
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:56 Page 99-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.485
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 23 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 1 0 2 0 2 1 0 1 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 56 339 46 19 891 179 202 343 253 98 349 62
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 339 46 19 891 179 202 343 253 98 349 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 339 46 19 891 179 202 343 253 98 349 62
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 56 339 46 19 891 179 202 343 253 98 349 62 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 339 46 19 891 179 202 343 253 98 349 62 OvlAdjVol: 53
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.52 0.48 2.00 2.50 0.50 1.00 2.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5935 765 3200 4197 803 1600 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.06 0.06 0.01 0.21 0.22 0.13 0.10 0.16 0.03 0.07 0.04 OvlAdjV/S: 0.03
Crit Moves: **** **** **** ****
******************************************************************************** K-332
Attachment 8
1369
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:57 Page 100-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #99 Red Hill Ave and Dyer Rd / barranca Pkwy ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.575
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 1 0 2 0 4 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 316 104 199 876 115 118 710 281 578 645 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 316 104 199 876 115 118 710 281 578 645 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 316 104 199 876 115 118 710 281 578 645 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 316 104 199 876 115 118 710 281 578 645 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 316 104 199 876 115 118 710 281 578 645 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.05 0.07 0.06 0.13 0.07 0.04 0.14 0.18 0.18 0.09 0.08 Crit Moves: **** **** **** ****
******************************************************************************** K-333
Attachment 8
1370
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:58 Page 101-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 174 512 321 251 1141 183 9 28 28 223 189 106
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 512 321 251 1141 183 9 28 28 223 189 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 512 321 251 1141 183 9 28 28 223 189 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 174 512 321 251 1141 183 9 28 28 223 189 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 512 321 251 1141 183 9 28 28 223 189 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 3400 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.10 0.20 0.16 0.22 0.11 0.01 0.01 0.02 0.07 0.11 0.07 Crit Moves: **** **** **** ****
******************************************************************************** K-334
Attachment 8
1371
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:59 Page 102-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Red Hill Ave and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.664
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ignore Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 64 569 10 208 537 492 1248 645 106 23 223 571 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 569 10 208 537 492 1248 645 106 23 223 571 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 64 569 10 208 537 0 1248 645 106 23 223 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 569 10 208 537 0 1248 645 106 23 223 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 64 569 10 208 537 0 1248 645 106 23 223 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.95 0.05 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4917 83 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.12 0.12 0.07 0.11 0.00 0.39 0.13 0.07 0.01 0.04 0.00 Crit Moves: **** **** **** ****
******************************************************************************** K-335
Attachment 8
1372
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:00 Page 103-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Red Hill Ave and Main St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.670
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 162 556 361 67 313 108 139 1309 254 154 309 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 162 556 361 67 313 108 139 1309 254 154 309 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 556 361 67 313 108 139 1309 254 154 309 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 162 556 361 67 313 108 139 1309 254 154 309 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 556 361 67 313 108 139 1309 254 154 309 73 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4220 780 3200 4083 917 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.16 0.23 0.02 0.09 0.07 0.04 0.31 0.33 0.05 0.08 0.08 Crit Moves: **** **** **** ****
******************************************************************************** K-336
Attachment 8
1373
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:01 Page 104-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #103 I-5 SB Ramps and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.514
Loss Time (sec): 5 Average Delay (sec/veh): 17.4
Optimal Cycle: 25 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 367 0 36 323 554 0 0 1130 330
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 367 0 36 323 554 0 0 1130 330
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 367 0 36 323 554 0 0 1130 330
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 367 0 36 323 554 0 0 1130 330
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 367 0 36 323 554 0 0 1130 330
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.32 0.68 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3878 1133
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.02 0.09 0.11 0.00 0.00 0.29 0.29 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.20 0.00 0.38 0.18 0.75 0.00 0.00 0.57 0.57 Volume/Cap: 0.00 0.00 0.00 0.51 0.00 0.06 0.51 0.14 0.00 0.00 0.51 0.51 Delay/Veh: 0.0 0.0 0.0 36.0 0.0 19.5 37.8 3.6 0.0 0.0 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-337
Attachment 8
1374
AdjDel/Veh: 0.0 0.0 0.0 36.0 0.0 19.5 37.8 3.6 0.0 0.0 13.4 13.4 LOS by Move: A A A D A B D A A A B B
HCM2k85thQ: 0 0 0 9 0 1 8 3 0 0 15 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-338
Attachment 8
1375
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:01 Page 105-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Tustin Ranch Rd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.475
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 23 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 265 0 33 18 238 0 0 1717 395
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 265 0 33 18 238 0 0 1717 395
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 265 0 33 18 238 0 0 1717 395
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 265 0 33 18 238 0 0 1717 395
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 265 0 33 18 238 0 0 1717 395
OvlAdjVol: 263
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 3200 5100 0 0 5100 1600
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.02 0.01 0.05 0.00 0.00 0.34 0.25 OvlAdjV/S: 0.16
Crit Moves: **** **** ****
******************************************************************************** K-339
Attachment 8
1376
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:02 Page 106-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.762
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 45 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 107 142 85 119 1164 509 130 488 163 769 1263 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 142 85 119 1164 509 130 488 163 769 1263 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 142 85 119 1164 509 130 488 163 769 1263 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 142 85 119 1164 509 130 488 163 769 1263 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 142 85 119 1164 509 130 488 163 769 1263 39 OvlAdjVol: 379
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.25 0.75 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2102 1198 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.07 0.07 0.04 0.34 0.16 0.04 0.10 0.10 0.24 0.19 0.02 OvlAdjV/S: 0.12
Crit Moves: **** **** **** ****
******************************************************************************** K-340
Attachment 8
1377
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:03 Page 107-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Red Hill Avenue and El Camino Real
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.706
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue El Camino Real
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 306 785 253 18 1303 80 69 156 164 271 222 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 785 253 18 1303 80 69 156 164 271 222 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 306 785 253 18 1303 80 69 156 164 271 222 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 306 785 253 18 1303 80 69 156 164 271 222 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 306 785 253 18 1303 80 69 156 164 271 222 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 0.93 0.07 Final Sat.: 3200 5100 1600 1600 4722 278 1600 1700 1600 1600 1492 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.15 0.16 0.01 0.28 0.29 0.04 0.09 0.10 0.17 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** K-341
Attachment 8
1378
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:04 Page 108-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #107 Red Hill Avenue and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.670
Loss Time (sec): 5 Average Delay (sec/veh): 20.3
Optimal Cycle: 36 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 NB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 327 1084 0 0 1263 475 0 0 0 228 0 261
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 1084 0 0 1263 475 0 0 0 228 0 261
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 327 1084 0 0 1263 475 0 0 0 228 0 261
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 327 1084 0 0 1263 475 0 0 0 228 0 261
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 1084 0 0 1263 475 0 0 0 228 0 261
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.60 1.00 0.85 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 1805 5187 0 0 5187 1615 0 0 0 2278 0 1615
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.21 0.00 0.00 0.24 0.29 0.00 0.00 0.00 0.10 0.00 0.16 Crit Moves: **** **** ****
Green/Cycle: 0.27 0.71 0.00 0.00 0.44 0.44 0.00 0.00 0.00 0.24 0.00 0.24 Volume/Cap: 0.67 0.29 0.00 0.00 0.56 0.67 0.00 0.00 0.00 0.42 0.00 0.67 Delay/Veh: 36.1 5.4 0.0 0.0 21.1 24.8 0.0 0.0 0.0 32.5 0.0 38.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-342
Attachment 8
1379
AdjDel/Veh: 36.1 5.4 0.0 0.0 21.1 24.8 0.0 0.0 0.0 32.5 0.0 38.8 LOS by Move: D A A A C C A A A C A D
HCM2k85thQ: 15 7 0 0 16 19 0 0 0 5 0 13
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-343
Attachment 8
1380
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:05 Page 109-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #108 Red Hill Avenue and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784
Loss Time (sec): 5 Average Delay (sec/veh): 22.0
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 SB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 1 0 3 0 0 0 1 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1243 550 385 1105 0 168 4 309 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1243 550 385 1105 0 168 4 309 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1243 550 385 1105 0 168 4 309 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1243 550 385 1105 0 168 4 309 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1243 550 385 1105 0 168 4 309 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.95 0.95 0.85 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 0.98 0.02 1.00 0.00 0.00 0.00 Final Sat.: 0 6916 1615 1805 5187 0 1759 42 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.34 0.21 0.21 0.00 0.10 0.10 0.19 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.43 0.43 0.27 0.71 0.00 0.24 0.24 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.41 0.78 0.78 0.30 0.00 0.39 0.39 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 19.6 30.1 41.8 5.5 0.0 32.2 32.2 45.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.6 30.1 41.8 5.5 0.0 32.2 32.2 45.3 0.0 0.0 0.0 LOS by Move: A B C D A A C C D A A A
HCM2k85thQ: 0 11 24 19 7 0 7 7 16 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-344
Attachment 8
1381
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:06 Page 110-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Red Hill Avenue and Nisson Road
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.653
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: B
******************************************************************************** Street Name: Red Hill Avenue Nisson Road
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 17 1298 24 152 1144 120 242 59 48 49 26 215
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 1298 24 152 1144 120 242 59 48 49 26 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 1298 24 152 1144 120 242 59 48 49 26 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 17 1298 24 152 1144 120 242 59 48 49 26 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 1298 24 152 1144 120 242 59 48 49 26 215 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.93 0.07 1.00 2.72 0.28 1.00 0.55 0.45 1.00 0.11 0.89 Final Sat.: 1600 6584 116 1600 4544 456 1600 882 718 1600 173 1427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.20 0.21 0.10 0.25 0.26 0.15 0.07 0.07 0.03 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** K-345
Attachment 8
1382
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:07 Page 111-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Red Hill Avenue and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Street Name: Red Hill Avenue Walnut Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 135 525 99 104 1046 117 160 398 392 192 254 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 525 99 104 1046 117 160 398 392 192 254 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 525 99 104 1046 117 160 398 392 192 254 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 135 525 99 104 1046 117 160 398 392 192 254 121 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 525 99 104 1046 117 160 398 392 192 254 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 2.52 0.48 1.00 2.70 0.30 1.00 1.01 0.99 2.00 1.35 0.65 Final Sat.: 1600 4238 762 1600 4517 483 1600 1712 1588 3200 2267 1033 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.12 0.13 0.07 0.23 0.24 0.10 0.23 0.25 0.06 0.11 0.12 Crit Moves: **** **** **** ****
******************************************************************************** K-346
Attachment 8
1383
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:08 Page 112-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Red Hill Avenue and Valencia Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.544
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Street Name: Red Hill Avenue Valencia Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 1 0 1 2 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 325 105 120 1032 69 20 139 54 252 346 122
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 325 105 120 1032 69 20 139 54 252 346 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 325 105 120 1032 69 20 139 54 252 346 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 325 105 120 1032 69 20 139 54 252 346 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 325 105 120 1032 69 20 139 54 252 346 122 OvlAdjVol: 0 2
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.02 0.98 1.00 2.81 0.19 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5137 1563 1600 4699 301 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.06 0.07 0.08 0.22 0.23 0.01 0.08 0.03 0.08 0.20 0.08 OvlAdjV/S: 0.00 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-347
Attachment 8
1384
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:08 Page 113-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.426
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 21 Level Of Service: A
******************************************************************************** Street Name: Tustin Ranch Road Warner Avenue North
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 3 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 272 263 456 1289 0 0 0 0 591 0 174
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 272 263 456 1289 0 0 0 0 591 0 174
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 272 263 456 1289 0 0 0 0 591 0 174
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 272 263 456 1289 0 0 0 0 591 0 174
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 272 263 456 1289 0 0 0 0 591 0 174
OvlAdjVol: 66 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5100 1600 3200 5100 0 0 0 0 4800 0 3200
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.05 0.16 0.14 0.25 0.00 0.00 0.00 0.00 0.12 0.00 0.05 OvlAdjV/S: 0.04 0.00
Crit Moves: **** **** ****
******************************************************************************** K-348
Attachment 8
1385
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:09 Page 114-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.193
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Street Name: Tustin Ranch Road Walnut Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Ovl Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 123 756 377 1045 2921 389 702 917 554 231 341 288 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 756 377 1045 2921 389 702 917 554 231 341 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 756 377 1045 2921 389 702 917 554 231 341 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 123 756 377 1045 2921 389 702 917 554 231 341 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 756 377 1045 2921 389 702 917 554 231 341 288 OvlAdjVol: 262 38 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.25 0.75 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 2095 1205 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.15 0.24 0.33 0.57 0.24 0.22 0.44 0.46 0.07 0.10 0.18 OvlAdjV/S: 0.16 0.02 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-349
Attachment 8
1386
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:10 Page 115-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #114 SR-55 SB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.970
Loss Time (sec): 5 Average Delay (sec/veh): 23.2
Optimal Cycle: 165 Level Of Service: C
******************************************************************************** Street Name: SR-55 SB Ramps Irvine Boulevard
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 62 0 68 0 575 1032 425 1063 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 62 0 68 0 575 1032 425 1063 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 62 0 68 0 575 1032 425 1063 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 62 0 68 0 575 1032 425 1063 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 62 0 68 0 575 1032 425 1063 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.88 1.00 0.77 1.00 0.82 0.82 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.44 0.00 1.56 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2415 0 2277 0 3126 1563 1805 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.00 0.18 0.66 0.24 0.20 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.03 0.00 0.05 0.00 0.68 0.68 0.24 0.92 0.00 Volume/Cap: 0.00 0.00 0.00 0.86 0.00 0.58 0.00 0.27 0.97 0.97 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 84.9 0.0 50.0 0.0 6.3 30.4 72.4 0.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 84.9 0.0 50.0 0.0 6.3 30.4 72.4 0.4 0.0 LOS by Move: A A A F A D A A C E A A
K-350
Attachment 8
1387
HCM2k85thQ: 0 0 0 5 0 4 0 6 54 27 2 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-351
Attachment 8
1388
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:11 Page 116-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #115 SR-55 NB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797
Loss Time (sec): 5 Average Delay (sec/veh): 19.8
Optimal Cycle: 54 Level Of Service: B
******************************************************************************** Street Name: SR-55 NB Ramps Irvine Boulevard
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 3 0 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 410 0 394 0 0 0 187 444 0 0 1079 750
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 410 0 394 0 0 0 187 444 0 0 1079 750
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 410 0 394 0 0 0 187 444 0 0 1079 750
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 410 0 394 0 0 0 187 444 0 0 1079 750
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 410 0 394 0 0 0 187 444 0 0 1079 750
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 1.00 0.74 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.85 0.85 Lanes: 1.51 0.00 1.49 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2135 0 2095 0 0 0 1805 5187 0 0 3247 1624
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.00 0.19 0.00 0.00 0.00 0.10 0.09 0.00 0.00 0.33 0.46 Crit Moves: **** **** ****
Green/Cycle: 0.24 0.00 0.48 0.00 0.00 0.00 0.13 0.71 0.00 0.00 0.58 0.58 Volume/Cap: 0.80 0.00 0.39 0.00 0.00 0.00 0.80 0.12 0.00 0.00 0.57 0.80 Delay/Veh: 40.3 0.0 16.7 0.0 0.0 0.0 59.3 4.6 0.0 0.0 13.5 18.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 0.0 16.7 0.0 0.0 0.0 59.3 4.6 0.0 0.0 13.5 18.5 LOS by Move: D A B A A A E A A A B B
HCM2k85thQ: 15 0 8 0 0 0 12 2 0 0 18 31
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-352
Attachment 8
1389
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-353
Attachment 8
1390
APPENDIX D.2
ANALYSIS WORKSHEETS –
2020 NP (PM Peak Hour)
K-354
Attachment 8
1391
2020 NP PM Peak Hour Thu Oct 22, 2020 13:52:47 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2020 NP PM Peak Hour
Command: Default Command
Volume: 2020 NP PM
Geometry: NP
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-355
Attachment 8
1392
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:05 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Impact Analysis Report
Level Of Service
Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 1 Euclid St and 1st St D xxxxx 0.865 D xxxxx 0.865 + 0.000 V/C # 2 Euclid St and McFadden Ave D xxxxx 0.833 D xxxxx 0.833 + 0.000 V/C # 3 Euclid St and Edinger Ave C xxxxx 0.787 C xxxxx 0.787 + 0.000 V/C # 4 Newhope St and Hazard Ave B xxxxx 0.642 B xxxxx 0.642 + 0.000 V/C # 5 Newhope St and McFadden Ave D xxxxx 0.838 D xxxxx 0.838 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 23.6 0.703 C 23.6 0.703 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 12.4 0.448 B 12.4 0.448 + 0.000 D/V # 8 Harbor Blvd and Westminster Av C xxxxx 0.792 C xxxxx 0.792 + 0.000 V/C # 9 Harbor Blvd and 1st St D xxxxx 0.833 D xxxxx 0.833 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave D xxxxx 0.809 D xxxxx 0.809 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave B xxxxx 0.697 B xxxxx 0.697 + 0.000 V/C # 12 Harbor Blvd and Warner Ave F xxxxx 1.581 F xxxxx 1.581 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave D xxxxx 0.897 D xxxxx 0.897 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave E xxxxx 0.917 E xxxxx 0.917 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd D xxxxx 0.819 D xxxxx 0.819 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.780 C xxxxx 0.780 + 0.000 V/C # 17 Harbor Blvd and I-405 WB Off-R C 22.9 0.812 C 22.9 0.812 + 0.000 D/V # 18 Harbor Blvd and I-405 EB Off-R B 16.2 0.630 B 16.2 0.630 + 0.000 D/V # 19 Fairview St and Civic Center D B xxxxx 0.662 B xxxxx 0.662 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.883 D xxxxx 0.883 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.798 C xxxxx 0.798 + 0.000 V/C # 22 Fairview St and Edinger Ave D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 24 Fairview St and MacArthur Blvd D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-356
Attachment 8
1393
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:06 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave C xxxxx 0.708 C xxxxx 0.708 + 0.000 V/C # 26 Greenville St and Edinger Ave A xxxxx 0.586 A xxxxx 0.586 + 0.000 V/C # 27 Greenville St and Segerstrom A B xxxxx 0.686 B xxxxx 0.686 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C # 29 Raitt St and Edinger Ave D xxxxx 0.864 D xxxxx 0.864 + 0.000 V/C # 30 Bear St and MacArthur Blvd D xxxxx 0.868 D xxxxx 0.868 + 0.000 V/C # 31 Bristol St and 17th St B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.832 D xxxxx 0.832 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C # 34 Bristol St and 1st St C xxxxx 0.779 C xxxxx 0.779 + 0.000 V/C # 35 Bristol St and McFadden Ave C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 36 Bristol St and Warner Ave C xxxxx 0.790 C xxxxx 0.790 + 0.000 V/C # 37 Bristol St and Segerstrom Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 38 Bristol St and Alton Ave B xxxxx 0.686 B xxxxx 0.686 + 0.000 V/C # 39 Bristol St and MacArthur Blvd D xxxxx 0.812 D xxxxx 0.812 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.689 B xxxxx 0.689 + 0.000 V/C # 41 Bristol St and I-405 WB Ramps C 28.2 0.829 C 28.2 0.829 + 0.000 D/V # 42 Bristol St and I-405 EB Ramps B 18.4 0.595 B 18.4 0.595 + 0.000 D/V # 43 Flower St and Santa Ana Blvd A xxxxx 0.571 A xxxxx 0.571 + 0.000 V/C # 44 Flower St and 1st St C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 45 Flower St and McFadden Ave E xxxxx 0.920 E xxxxx 0.920 + 0.000 V/C # 46 Flower St and Segerstrom Ave D xxxxx 0.897 D xxxxx 0.897 + 0.000 V/C # 47 Flower St and MacArthur Blvd E xxxxx 0.906 E xxxxx 0.906 + 0.000 V/C # 48 Main St and La Veta Ave B xxxxx 0.628 B xxxxx 0.628 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.471 A xxxxx 0.471 + 0.000 V/C # 50 Main St and 17th St C xxxxx 0.732 C xxxxx 0.732 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-357
Attachment 8
1394
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:07 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr D xxxxx 0.801 D xxxxx 0.801 + 0.000 V/C # 52 Main St and Santa Ana Blvd B xxxxx 0.607 B xxxxx 0.607 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.537 A xxxxx 0.537 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.799 C xxxxx 0.799 + 0.000 V/C # 55 Main St and McFadden Ave D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.847 D xxxxx 0.847 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.777 C xxxxx 0.777 + 0.000 V/C # 58 Penn Wy and 17th St C 20.7 0.770 C 20.7 0.770 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street B 19.5 0.589 B 19.5 0.589 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 22.0 0.423 C 22.0 0.423 + 0.000 D/V # 61 Santiago St and Civic Center D C 17.1 0.674 C 17.1 0.674 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd A xxxxx 0.569 A xxxxx 0.569 + 0.000 V/C # 64 Standard Ave and 1st St D xxxxx 0.842 D xxxxx 0.842 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave B xxxxx 0.682 B xxxxx 0.682 + 0.000 V/C # 66 Halladay St and Warner Ave B xxxxx 0.677 B xxxxx 0.677 + 0.000 V/C # 67 Halladay St and Dyer Rd C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 17.3 0.569 B 17.3 0.569 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 14.8 0.497 B 14.8 0.497 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 25.7 0.669 C 25.7 0.669 + 0.000 D/V # 71 Glassell St and La Veta Ave B xxxxx 0.620 B xxxxx 0.620 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 24.8 0.766 C 24.8 0.766 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 26.5 0.812 C 26.5 0.812 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.675 B xxxxx 0.675 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave C xxxxx 0.748 C xxxxx 0.748 + 0.000 V/C # 76 Grand Ave and 17th St D xxxxx 0.828 D xxxxx 0.828 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-358
Attachment 8
1395
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:08 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 77 Grand Ave and I-5 NB Ramps A 10.0 0.518 A 10.0 0.518 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 21.1 0.605 C 21.1 0.605 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.793 C xxxxx 0.793 + 0.000 V/C # 80 Grand Ave and Chestnut Ave B xxxxx 0.615 B xxxxx 0.615 + 0.000 V/C # 81 Grand Ave and McFadden Ave C xxxxx 0.759 C xxxxx 0.759 + 0.000 V/C # 82 Grand Ave and Edinger Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 83 Grand Ave and Warner Ave C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd A 5.7 0.376 A 5.7 0.376 + 0.000 D/V # 85 Cambridge St and La Veta Ave B 12.5 0.459 B 12.5 0.459 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.488 A xxxxx 0.488 + 0.000 V/C # 87 Mabury St and 1st Street C 26.1 0.703 C 26.1 0.703 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.444 A xxxxx 0.444 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 12.1 0.446 B 12.1 0.446 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.7 0.719 C 23.7 0.719 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave B xxxxx 0.614 B xxxxx 0.614 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave B xxxxx 0.647 B xxxxx 0.647 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.717 C xxxxx 0.717 + 0.000 V/C # 94 Tustin Ave and 4th St B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.1 0.583 C 25.1 0.583 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 27.4 0.525 C 27.4 0.525 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.588 A xxxxx 0.588 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.563 A xxxxx 0.563 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy B xxxxx 0.671 B xxxxx 0.671 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C #102 Red Hill Ave and Main St C xxxxx 0.774 C xxxxx 0.774 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-359
Attachment 8
1396
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:09 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#103 I-5 SB Ramps and Santa Ana Blv B 18.9 0.431 B 18.9 0.431 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave B xxxxx 0.606 B xxxxx 0.606 + 0.000 V/C #105 Von Karman Ave and Barranca Pk D xxxxx 0.874 D xxxxx 0.874 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.624 B xxxxx 0.624 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 23.3 0.626 C 23.3 0.626 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 22.8 0.708 C 22.8 0.708 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa C xxxxx 0.702 C xxxxx 0.702 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave C xxxxx 0.785 C xxxxx 0.785 + 0.000 V/C #111 Red Hill Avenue and Valencia A A xxxxx 0.549 A xxxxx 0.549 + 0.000 V/C #112 Tustin Ranch Road and Warner A C xxxxx 0.757 C xxxxx 0.757 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.630 F xxxxx 1.630 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 21.5 0.794 C 21.5 0.794 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul B 19.5 0.809 B 19.5 0.809 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-360
Attachment 8
1397
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:09 Page 3-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Euclid St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.865
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 70 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include WideBypass WideBypass
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 159 1477 119 185 1053 199 212 678 106 217 909 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 1477 119 185 1053 199 212 678 106 217 909 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 1477 119 185 1053 199 212 678 106 217 909 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 159 1477 119 185 1053 199 212 678 106 217 909 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 1477 119 185 1053 199 212 678 106 217 909 217 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.78 0.22 1.00 2.52 0.48 1.00 2.59 0.41 1.00 2.42 0.58 Final Sat.: 1600 4642 358 1600 4237 763 1600 4351 649 1600 4075 925 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.32 0.33 0.12 0.25 0.26 0.13 0.16 0.16 0.14 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-361
Attachment 8
1398
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:10 Page 4-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Euclid St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.833
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 60 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 175 1426 92 110 1354 164 183 419 185 127 532 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 1426 92 110 1354 164 183 419 185 127 532 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 1426 92 110 1354 164 183 419 185 127 532 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 175 1426 92 110 1354 164 183 419 185 127 532 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 1426 92 110 1354 164 183 419 185 127 532 246 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.82 0.18 1.00 2.68 0.32 1.00 1.39 0.61 1.00 1.37 0.63 Final Sat.: 1600 4709 291 1600 4481 519 1600 2320 980 1600 2288 1012 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.30 0.32 0.07 0.30 0.32 0.11 0.18 0.19 0.08 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-362
Attachment 8
1399
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:11 Page 5-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.787
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 526 1572 112 122 803 204 161 622 186 91 840 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 526 1572 112 122 803 204 161 622 186 91 840 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 526 1572 112 122 803 204 161 622 186 91 840 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 526 1572 112 122 803 204 161 622 186 91 840 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 526 1572 112 122 803 204 161 622 186 91 840 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4681 319 3200 4028 972 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.34 0.35 0.04 0.20 0.21 0.10 0.18 0.12 0.06 0.25 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-363
Attachment 8
1400
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:12 Page 6-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Newhope St and Hazard Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.642
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 116 1281 50 49 1038 124 108 214 131 32 202 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1281 50 49 1038 124 108 214 131 32 202 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 1281 50 49 1038 124 108 214 131 32 202 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 116 1281 50 49 1038 124 108 214 131 32 202 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 1281 50 49 1038 124 108 214 131 32 202 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.92 0.08 1.00 1.79 0.21 1.00 1.24 0.76 1.00 1.55 0.45 Final Sat.: 1600 3180 120 1600 2959 341 1600 2085 1215 1600 2586 714 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.40 0.42 0.03 0.35 0.36 0.07 0.10 0.11 0.02 0.08 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-364
Attachment 8
1401
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:12 Page 7-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Newhope St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.838
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 61 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 202 1084 190 164 733 142 81 496 72 107 589 168 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 1084 190 164 733 142 81 496 72 107 589 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 1084 190 164 733 142 81 496 72 107 589 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 202 1084 190 164 733 142 81 496 72 107 589 168 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 1084 190 164 733 142 81 496 72 107 589 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.70 0.30 1.00 1.68 0.32 1.00 1.75 0.25 1.00 1.56 0.44 Final Sat.: 1600 2823 477 1600 2781 519 1600 2894 406 1600 2590 710 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.38 0.40 0.10 0.26 0.27 0.05 0.17 0.18 0.07 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-365
Attachment 8
1402
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:13 Page 8-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #6 Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.703
Loss Time (sec): 5 Average Delay (sec/veh): 23.6
Optimal Cycle: 39 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 88 1992 0 0 1519 49 93 0 78 593 80 170
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1992 0 0 1519 49 93 0 78 593 80 170
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 1992 0 0 1519 49 93 0 78 593 80 170
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1992 0 0 1519 49 93 0 78 593 80 170
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 1992 0 0 1519 49 93 0 78 593 80 170
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.91 1.00 0.91 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.91 0.09 0.54 0.00 0.46 1.76 0.24 1.00 Final Sat.: 1805 5187 0 0 5000 161 944 0 792 3208 433 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.38 0.00 0.00 0.30 0.30 0.10 0.00 0.10 0.18 0.18 0.11 Crit Moves: **** **** **** ****
Green/Cycle: 0.08 0.55 0.00 0.00 0.47 0.47 0.14 0.00 0.14 0.26 0.26 0.26 Volume/Cap: 0.64 0.70 0.00 0.00 0.64 0.64 0.70 0.00 0.70 0.70 0.70 0.40 Delay/Veh: 55.1 17.5 0.0 0.0 20.7 20.7 49.9 0.0 49.9 35.7 35.7 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.1 17.5 0.0 0.0 20.7 20.7 49.9 0.0 49.9 35.7 35.7 31.0 LOS by Move: E B A A C C D A D D D C
HCM2k85thQ: 6 25 0 0 21 21 10 0 10 16 16 7
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-366
Attachment 8
1403
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:14 Page 9-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #7 Trask Avenue and SR-22 EB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.448
Loss Time (sec): 5 Average Delay (sec/veh): 12.4
Optimal Cycle: 23 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 838 628 0 0 606 57
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 838 628 0 0 606 57
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 838 628 0 0 606 57
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 0 838 628 0 0 606 57
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 838 628 0 0 606 57
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.94 0.94 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.83 0.17 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 3257 306
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.33 0.00 0.00 0.19 0.19 Crit Moves: **** ****
Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.95 0.00 0.00 0.42 0.42 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.35 0.00 0.00 0.45 0.45 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 14.4 0.3 0.0 0.0 21.2 21.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 14.4 0.3 0.0 0.0 21.2 21.2 LOS by Move: A A A A A A B A A A C C
HCM2k85thQ: 0 0 0 0 0 0 12 3 0 0 12 12
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-367
Attachment 8
1404
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:15 Page 10-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Harbor Blvd and Westminster Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.792
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 276 1374 325 207 1430 165 187 667 32 230 797 181 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 276 1374 325 207 1430 165 187 667 32 230 797 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 276 1374 325 207 1430 165 187 667 32 230 797 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 276 1374 325 207 1430 165 187 667 32 230 797 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 276 1374 325 207 1430 165 187 667 32 230 797 181 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.86 0.14 1.00 3.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 4780 220 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.27 0.20 0.13 0.28 0.10 0.12 0.14 0.15 0.14 0.16 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-368
Attachment 8
1405
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:15 Page 11-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Harbor Blvd and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.833
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 60 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Orange City CouncilMarch 10, 2026

Orange City Council
March 10, 2026